4课b--路基工程理论与技术

路基工程理论与技术主讲教师：沈宇鹏第4章路基处治新技术§4.1路基填料改良技术§4.2路桥过渡段路基处治技术§4.3路堤下复合地基设计理论§4.4路基边坡绿色防护技术§4.5路基排水技术4.2.1概述在桥台构筑物与台后填土衔接处存在差异沉降，使得路面形成台阶或显著纵坡变化，高速行驶的车辆通过时产生颠簸跳跃，从而导致桥头跳车现象。社会效益、社会影响经济效益技术难 题 快递公司问题件快递公司问题件货款处理关于圆的周长面积重点题型关于解方程组的题及答案关于南海问题 §4.2路桥过渡段路基处治技术过渡段设计是近年来随着客运专线的建设而发展起来的，随着我国客运专线铁建设项目的全面展开，对速度、安全、舒适的要求也越来越高，那么过渡段已经是铁路路基工程中的一个重要组成部分。路基与桥台、路堤与横向结构物（立交框构、涵洞）、路基与隧道等刚性构筑物的连接处一直是铁路路基的一个薄弱环节，一方面由于路基与桥梁、涵洞、隧道等刚性构筑物的刚度差别较大而引起轨道刚度的突变，同时路基与桥梁、涵洞、隧道等的沉降不一致会导致轨道不平顺，因而引起列车与线路结构的相互作用增加，影响线路结构的稳定，从而影响列车高速、安全、舒适运行。过渡段的设计主要研究了路基与桥台、路堤与横向结构物（立交框构、涵洞）、路基与隧道、路堤与路堑等的均匀过渡问题，同时还考虑了短路基的过渡设计。铁路铁路路基设计简述-过渡段4.2.2引起跳车的差异沉降量桥头跳车的表现形式1.桥头不设搭板时桥台与路堤衔接处的错台现象2.桥头设置搭板时由于搭板路基端沉降引起的路桥过渡段纵坡变化针对错台现象：我国《公路养护技术规范》规定水泥砼路面错台高度h达到12mm则视为严重损坏，日本规定公路上超过15mm的错台必须修复。针对纵坡变化：一般认为，桥头纵坡变化率大于3‰～6‰时，就会产生桥头跳车工后沉降 标准 excel标准偏差excel标准偏差函数exl标准差函数国标检验抽样标准表免费下载红头文件格式标准下载 我国标准要求 标准或速度 一般地区工后沉降(cm) 松软土要求 路桥过渡段工后沉降(cm) 沉降速率(cm/年) 中心沉降速率(cm/昼夜) 坡脚水平位移速率(cm/昼夜) 新建时速200km客货共线铁路设计暂行规定 15 8 4 10 5 新建时速200~250km客运专线设计暂行规定 200km/h 15 8 4 1.0 0.5 250km/h 10 5 3 京沪高速铁路设计暂行规定 5 3 2 1.0 0.5 高速铁路设计规范 有砟轨道 5 3 2 1.0 0.5 无砟轨道 1.5 0.5 --- 有足够资料证明、沉降比较均匀、长度大于20m的路基，允许工后沉降为3cm；路基与桥梁、隧道的折角不大于1/1000。 *4.2.3桥头跳车的成因 几何不平顺：路基与桥台、涵洞的沉降经常不同，路基部分往往沉降量大，其过渡点附近极易产生沉降差，导致轨面弯折。当列车通过时，必须会引起车辆与线路相互作用力的增加，加速线路状态的劣化，降低线路设备的服务质量，增加线路的养护维修费用，严重时会危及行车安全。 力学不平顺：路基与桥梁、涵洞等刚度差别较大，对列车车辆通过时的动荷载的响应也会有所差别，从而影响列车的舒适度。4.2.4桥头跳车的处治 措施 《全国民用建筑工程设计技术措施》规划•建筑•景观全国民用建筑工程设计技术措施》规划•建筑•景观软件质量保证措施下载工地伤害及预防措施下载关于贯彻落实的具体措施 4.2.5常用处治措施的适应性 分析 定性数据统计分析pdf销售业绩分析模板建筑结构震害分析销售进度分析表京东商城竞争战略分析 搭板、换填路堤材料或两者结合主要问题：搭板断裂和二次跳车，桥头错台等。研究缺陷：目前的研究主要考虑搭板的力学性状优化，较少考虑搭板和路堤变形的耦合，更没有对其在不同桥头工况下的适应性进行研究，因此，这些方法的选用带有一定的盲目性，从而造成了其在应用过程中出现了较多病害。分析思路：通过模拟不同的地基沉降模式，分析其变形与力学性状，从而研究常用处治措施对地基沉降的适应性能力大小。图计算模型1.刚性搭板的适应性分析路堤填高6米，路堤宽3.5,坡率1∶1.5。搭板长取6米，厚度取30cm，布置于路基顶面 计算模型利用钢筋混凝土搭板进行过渡时存在两个缺点：一是搭板不可能做得很长，沉降差较大时，搭板引起的纵坡变化也将引起桥头跳车；二是搭板之下由于路基的沉降变形引起脱空，导致搭板断裂。目前对搭板进行的结构受力分析及配筋计算只能尽量防止搭板不因脱空而发生断裂。（a）板长6m（b）板长8m（c）板长10m图路基顶面沉降曲线搭板对地基沉降的适应性分析表不同地基沉降值时的纵坡变化率 板长6m 地基沉降（cm） 0 2 4 6 8 10 纵坡变化率（％） 0.1 0.462 0.807 1.151 1.495 1.83 板长8m 地基沉降（cm） 0 2 4 6 8 10 纵坡变化率（％） 0.122 0.35 0.606 0.86 1.11 1.36 板长10m 地基沉降（cm） 0 2 4 6 8 10 纵坡变化率（％） 0.076 0.282 0.49 0.694 0.895 1.095图表1 0.00016345 0.000143994 0.0001191 0.0000787568 0.0000382488 -0.0000035044 0.0703636 0.166146 0.253372 0.342941 0.432529 0.52268 0.140277 0.33199 0.506664 0.686123 0.86562 1.04626 0.209202 0.496967 0.759265 1.02891 1.29862 1.57007 0.276539 0.660431 1.01045 1.37053 1.7307 2.09322 0.341743 0.821802 1.25959 1.71033 2.16118 2.61502 0.404301 0.980529 1.50607 2.04766 2.58938 3.13474 0.463738 1.1361 1.74932 2.38191 3.01466 3.65172 0.519606 1.28802 1.98879 2.71251 3.43642 4.16533 0.571493 1.43585 2.22396 3.03892 3.85409 4.67495 0.618939 1.57909 2.45429 3.36054 4.26704 5.17996 0.661777 1.71754 2.67952 3.6771 4.67496 5.67999 0.69845 1.84962 2.898 3.98692 5.07615 6.17333 0.729048 1.97538 3.10975 4.28998 5.47056 6.65989 0.755303 2.09654 3.31641 4.58791 5.85979 7.14126 0.777556 2.21343 3.51827 4.88096 6.24406 7.61761 0.796433 2.32665 3.71588 5.16965 6.62389 8.08943 0.812506 2.43677 3.90977 5.45449 6.99973 8.55714 0.826372 2.54437 4.10047 5.73599 7.37209 9.02118 0.838642 2.65007 4.28857 6.01471 7.7415 9.48201 0.849939 2.75449 4.47466 6.29122 8.10849 9.94005 0.860873 2.85829 4.65939 6.56617 8.47364 10.3957 0.871919 2.96201 4.84343 6.84015 8.83747 10.8492 0.852635 2.85431 4.85367 6.85138 8.85028 10.8568 0.823655 2.83873 4.85952 6.87949 8.89935 10.9207 0.793992 2.81925 4.85644 6.89275 8.92885 10.9647 0.762892 2.7973 4.84915 6.90009 8.95103 11.0015 0.731155 2.77439 4.8404 6.90553 8.97076 11.03570cm2cm4cm6cm8cm10cm水平距离（m）竖向沉降（cm）弹性支承 ArcLength Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) ArcLength Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) ArcLength Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) 0 -0.0582382 -0.26603 -0.300808 -0.286899 -0.259544 -0.226844 -0.195537 -0.170135 -0.151484 -0.138992 -0.132424 有侧向限制 0 -0.0772413 -0.285335 -0.317219 -0.300674 -0.269679 -0.233094 -0.19774 -0.167011 -0.141729 -0.121349 -0.104667 0 0.333607 0.0586053 -0.0207279 -0.039955 -0.0399286 -0.0308052 -0.0182466 -0.0051292 0.00748817 0.0194772 0.031084 0.27 0.259312 0.208283 -0.0515481 -0.11637 -0.144446 -0.151847 -0.149724 -0.145155 -0.141712 -0.141017 -0.144316 0.27 0.332041 0.279056 0.0191955 -0.0439652 -0.0687141 -0.0718554 -0.0642908 -0.0527551 -0.0407908 -0.029994 -0.020813 0.27 0.207734 0.142824 0.00178117 -0.0287032 -0.0359615 -0.031543 -0.0218299 -0.0103679 0.00126895 0.0126021 0.02366 0.54 0.193102 0.762053 0.315954 0.119914 0.0118158 -0.0529506 -0.0924118 -0.11738 -0.135482 -0.15161 -0.169192 0.54 0.377613 0.946903 0.496767 0.301083 0.196065 0.136359 0.104656 0.0894064 0.0830043 0.0806981 0.0796485 0.54 -0.0354003 0.271375 0.0717521 0.00151376 -0.023915 -0.030608 -0.0274872 -0.0197349 -0.0101718 -0.000113683 0.00995145 0.81 0.0903955 0.914218 0.746985 0.325987 0.139056 0.01963 -0.0587211 -0.110846 -0.148652 -0.180386 -0.211724 0.81 0.356172 1.18432 1.01202 0.591268 0.407737 0.294731 0.227054 0.188148 0.166147 0.153065 0.143718 0.81 -0.176619 0.269707 0.21898 0.0477215 -0.00461045 -0.0269811 -0.0327232 -0.029491 -0.0219658 -0.0127029 -0.00294901 1.08 0.0591357 0.709267 1.14125 0.565471 0.272616 0.0949063 -0.0237956 -0.104002 -0.162051 -0.209736 -0.25508 1.08 0.376699 1.0305 1.45989 0.887891 0.599836 0.430692 0.32572 0.262278 0.224213 0.200132 0.182368 1.08 -0.23852 0.124195 0.374751 0.130286 0.0307304 -0.0138324 -0.0325706 -0.0366437 -0.0329901 -0.025778 -0.0172986 1.35 0.0403656 0.464289 1.18986 0.916277 0.415377 0.172908 0.0115926 -0.0980522 -0.177144 -0.241207 -0.300764 1.35 0.382972 0.809079 1.53209 1.26304 0.771756 0.543029 0.398972 0.309804 0.255123 0.219906 0.193765 1.35 -0.264925 -0.0155057 0.380301 0.285518 0.0835508 0.010433 -0.0255157 -0.0398454 -0.0420397 -0.0382273 -0.0320449 1.62 0.0246524 0.331014 0.902649 1.24752 0.605812 0.266472 0.0549366 -0.088749 -0.19192 -0.274143 -0.348849 1.62 0.3751 0.682936 1.25083 1.59841 0.968768 0.647478 0.45716 0.338346 0.264732 0.217192 0.182082 1.62 -0.273734 -0.0835018 0.233468 0.443157 0.168915 0.0486437 -0.009842 -0.0377955 -0.0481772 -0.0493965 -0.0467585 1.89 0.0127654 0.240314 0.597779 1.25206 0.924559 0.384881 0.114315 -0.0696685 -0.2017 -0.305714 -0.398662 1.89 0.360439 0.589603 0.942641 1.59744 1.28143 0.76216 0.516616 0.362236 0.265402 0.202586 0.156337 1.89 -0.270341 -0.120021 0.0881053 0.447162 0.324735 0.103051 0.0162814 -0.0291536 -0.0505252 -0.0587792 -0.0612298 2.16 0.00387608 0.166541 0.419257 0.933341 1.23467 0.561038 0.197904 -0.0352672 -0.202344 -0.333168 -0.448743 2.16 0.342095 0.507042 0.755505 1.269 1.57971 0.926862 0.59192 0.393103 0.26711 0.184456 0.123418 2.16 -0.258865 -0.141779 0.0123553 0.296908 0.481574 0.189053 0.0557051 -0.0123715 -0.0480685 -0.0658082 -0.0752557 2.43 -0.00207544 0.108937 0.294778 0.606361 1.22573 0.871954 0.311503 0.0194493 -0.190032 -0.353903 -0.497563 2.43 0.322332 0.436412 0.61875 0.929972 1.55684 1.22254 0.692355 0.43919 0.276802 0.168382 0.0876228 2.43 -0.242005 -0.151929 -0.0327447 0.147152 0.483934 0.344832 0.110773 0.0143593 -0.0395701 -0.0697805 -0.0885904 2.7 -0.00550087 0.0645325 0.196368 0.412978 0.899188 1.17872 0.486261 0.100944 -0.160788 -0.365107 -0.54343 2.7 0.302212 0.37592 0.505173 0.722536 1.21562 1.51253 0.850901 0.50844 0.299809 0.158458 0.0518338 2.7 -0.221826 -0.153872 -0.0632152 0.0666237 0.331595 0.501201 0.197018 0.0539379 -0.0235072 -0.0697872 -0.100882 2.97 -0.00691021 0.0316704 0.121407 0.279248 0.568616 1.16964 0.798139 0.214094 -0.110374 -0.363539 -0.584223 2.97 0.282297 0.324762 0.412735 0.572785 0.869647 1.4864 1.14474 0.606423 0.340825 0.158267 0.0184082 2.97 -0.199862 -0.149739 -0.0817642 0.0167398 0.179592 0.502855 0.352743 0.108769 0.00192807 -0.0646708 -0.111628 3.24 -0.00692537 0.00858935 0.0654671 0.175953 0.374852 0.845361 1.10761 0.389603 -0.0326135 -0.345375 -0.617225 3.24 0.262806 0.281797 0.337486 0.451597 0.65938 1.14511 1.43536 0.764312 0.406054 0.171433 -0.0103167 3.24 -0.177209 -0.141246 -0.091503 -0.018262 0.0968603 0.349723 0.508868 0.194448 0.0396455 -0.0529803 -0.120131 3.51 -0.00626927 -0.00639121 0.0257019 0.0994969 0.243196 0.518871 1.10263 0.703252 0.0773745 -0.306223 -0.638996 3.51 0.243717 0.245752 0.276924 0.355512 0.509702 0.801171 1.41133 1.05835 0.500165 0.201725 -0.0318375 3.51 -0.154617 -0.12972 -0.09438 -0.040915 0.0449685 0.196971 0.510188 0.349348 0.092071 -0.0329728 -0.125458 3.78 -0.00547805 -0.0148262 -0.000632402 0.0446814 0.143868 0.330652 0.783672 1.01558 0.250574 -0.239456 -0.645219 3.78 0.224792 0.215267 0.228494 0.27941 0.390523 0.59421 1.07286 1.34941 0.653738 0.254686 -0.0434217 3.78 -0.132566 -0.116167 -0.0920091 -0.0542165 0.00826718 0.113637 0.356728 0.504466 0.174837 -0.00179311 -0.126405 4.05 -0.00467719 -0.01814 -0.0160453 0.00803585 0.0728507 0.205771 0.463723 1.01476 0.563244 -0.139484 -0.630757 4.05 0.205588 0.18893 0.189699 0.219779 0.297543 0.448419 0.731928 1.32555 0.942539 0.334423 -0.0422171 4.05 -0.111339 -0.101321 -0.0856721 -0.0600427 -0.0156893 0.0613851 0.203751 0.504686 0.326373 0.042948 -0.121513 0.001 4.32 -0.00388471 -0.0176802 -0.022833 -0.0137133 0.0246133 0.114306 0.283328 0.701606 0.876584 0.0256465 -0.588033 4.32 0.18545 0.165275 0.158113 0.173167 0.224899 0.333094 0.527627 0.986546 1.22702 0.470966 -0.0238186 4.32 -0.0910787 -0.0857032 -0.076368 -0.0599647 -0.02983 0.024656 0.120399 0.350145 0.477769 0.116882 -0.108271 4.59 -0.00310349 -0.0148593 -0.0231527 -0.0235805 -0.00461121 0.0521261 0.167683 0.389554 0.879672 0.333573 -0.510199 4.59 0.163508 0.142752 0.131375 0.136285 0.168417 0.243389 0.383704 0.643984 1.19485 0.739584 0.0144393 4.59 -0.0718316 -0.0696772 -0.0648579 -0.0552463 -0.0359765 0.00108996 0.0684568 0.196253 0.474074 0.258532 -0.0846617 4.86 -0.00233318 -0.0112129 -0.0192217 -0.0244244 -0.0184171 0.0135723 0.0869757 0.219664 0.574433 0.647367 -0.364119 4.86 0.138726 0.11977 0.107222 0.106055 0.12412 0.173029 0.269161 0.436795 0.845816 1.0007 0.100865 0.001 4.86 -0.0535945 -0.0534992 -0.0517248 -0.0469003 -0.0356689 -0.0121609 0.0325053 0.112376 0.315749 0.39939 -0.0354206 5.13 -0.00157461 -0.00759146 -0.0134517 -0.0191919 -0.0202568 -0.00536248 0.0370871 0.117602 0.27562 0.658862 -0.0691989 5.13 0.110005 0.0947462 0.0835114 0.0796425 0.0883674 0.117632 0.179121 0.288955 0.492155 0.943466 0.311333 5.13 -0.0363793 -0.0374017 -0.0374657 -0.0357715 -0.0301978 -0.0168676 0.0103529 0.0606508 0.158881 0.38573 0.0790492 5.4 -0.000826625 -0.00411511 -0.00739423 -0.0110141 -0.0136161 -0.00855594 0.012417 0.0543708 0.126755 0.376263 0.245695 5.4 0.0770709 0.0669336 0.0589948 0.0552383 0.0587251 0.0741924 0.108829 0.171915 0.277033 0.575742 0.516166 5.4 -0.0204139 -0.0217852 -0.0226741 -0.0226968 -0.0207088 -0.0145132 -0.000482098 0.0265489 0.0747178 0.222006 0.195385 5.67 -0.000151992 -0.00102843 -0.00181868 -0.00277417 -0.00344396 -0.0016306 0.00719921 0.0255766 0.0567763 0.125889 0.30196 5.67 0.0437145 0.0390471 0.0353624 0.0335983 0.0351902 0.0423707 0.0585881 0.0883959 0.137633 0.234074 0.450482 5.67 -0.0065973 -0.00787862 -0.00891145 -0.00959786 -0.00950642 -0.00772436 -0.00265024 0.00809799 0.0279808 0.0720223 0.178226 5.94 0.000214588 0.000556477 0.000970984 0.001322 0.00193521 0.00370477 0.00903482 0.0192363 0.0352185 0.0583258 0.248711 5.94 0.0233221 0.0216956 0.0204223 0.0199838 0.021079 0.0247702 0.0326986 0.0470464 0.0698659 0.103625 0.310081 5.94 0.00179184 0.000825789 -0.0000666758 -0.000939041 -0.00178385 -0.0024819 -0.00273264 -0.00201672 0.000267121 0.00508373 0.0667316 0.001 没有约束弹性支承 水平距离（m）搭板底部应力（MPa）沉降10cm 水平距离（m）搭板底部应力（MPa）荷载固定情况， 0.333607 0.0586053 -0.0207279 -0.039955 -0.0399286 -0.0308052 -0.0182466 -0.0051292 0.00748817 0.0194772 0.031084 0.207734 0.142824 0.00178117 -0.0287032 -0.0359615 -0.031543 -0.0218299 -0.0103679 0.00126895 0.0126021 0.02366 -0.0354003 0.271375 0.0717521 0.00151376 -0.023915 -0.030608 -0.0274872 -0.0197349 -0.0101718 -0.000113683 0.00995145 -0.176619 0.269707 0.21898 0.0477215 -0.00461045 -0.0269811 -0.0327232 -0.029491 -0.0219658 -0.0127029 -0.00294901 -0.23852 0.124195 0.374751 0.130286 0.0307304 -0.0138324 -0.0325706 -0.0366437 -0.0329901 -0.025778 -0.0172986 -0.264925 -0.0155057 0.380301 0.285518 0.0835508 0.010433 -0.0255157 -0.0398454 -0.0420397 -0.0382273 -0.0320449 -0.273734 -0.0835018 0.233468 0.443157 0.168915 0.0486437 -0.009842 -0.0377955 -0.0481772 -0.0493965 -0.0467585 -0.270341 -0.120021 0.0881053 0.447162 0.324735 0.103051 0.0162814 -0.0291536 -0.0505252 -0.0587792 -0.0612298 -0.258865 -0.141779 0.0123553 0.296908 0.481574 0.189053 0.0557051 -0.0123715 -0.0480685 -0.0658082 -0.0752557 -0.242005 -0.151929 -0.0327447 0.147152 0.483934 0.344832 0.110773 0.0143593 -0.0395701 -0.0697805 -0.0885904 -0.221826 -0.153872 -0.0632152 0.0666237 0.331595 0.501201 0.197018 0.0539379 -0.0235072 -0.0697872 -0.100882 -0.199862 -0.149739 -0.0817642 0.0167398 0.179592 0.502855 0.352743 0.108769 0.00192807 -0.0646708 -0.111628 -0.177209 -0.141246 -0.091503 -0.018262 0.0968603 0.349723 0.508868 0.194448 0.0396455 -0.0529803 -0.120131 -0.154617 -0.12972 -0.09438 -0.040915 0.0449685 0.196971 0.510188 0.349348 0.092071 -0.0329728 -0.125458 -0.132566 -0.116167 -0.0920091 -0.0542165 0.00826718 0.113637 0.356728 0.504466 0.174837 -0.00179311 -0.126405 -0.111339 -0.101321 -0.0856721 -0.0600427 -0.0156893 0.0613851 0.203751 0.504686 0.326373 0.042948 -0.121513 -0.0910787 -0.0857032 -0.076368 -0.0599647 -0.02983 0.024656 0.120399 0.350145 0.477769 0.116882 -0.108271 -0.0718316 -0.0696772 -0.0648579 -0.0552463 -0.0359765 0.00108996 0.0684568 0.196253 0.474074 0.258532 -0.0846617 -0.0535945 -0.0534992 -0.0517248 -0.0469003 -0.0356689 -0.0121609 0.0325053 0.112376 0.315749 0.39939 -0.0354206 -0.0363793 -0.0374017 -0.0374657 -0.0357715 -0.0301978 -0.0168676 0.0103529 0.0606508 0.158881 0.38573 0.0790492 -0.0204139 -0.0217852 -0.0226741 -0.0226968 -0.0207088 -0.0145132 -0.000482098 0.0265489 0.0747178 0.222006 0.195385 -0.0065973 -0.00787862 -0.00891145 -0.00959786 -0.00950642 -0.00772436 -0.00265024 0.00809799 0.0279808 0.0720223 0.178226 0.00179184 0.000825789 -0.0000666758 -0.000939041 -0.00178385 -0.0024819 -0.00273264 -0.00201672 0.000267121 0.00508373 0.0667316水平距离（m）搭板底部应力（MPa）局部脱空 ArcLength Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) 0 0.0327389 -0.156084 -0.183019 -0.164733 -0.13502 -0.102448 -0.0749735 -0.0568072 -0.0489707 -0.0506869 -0.0603016 0.27 0.498742 0.499127 0.272683 0.228066 0.209213 0.200439 0.192225 0.179131 0.159038 0.131818 0.0983918 0.54 0.636993 1.31122 0.937172 0.784979 0.696333 0.628246 0.568516 0.509978 0.448849 0.383685 0.314391 0.81 0.72684 1.71499 1.66346 1.31158 1.1546 1.02966 0.92028 0.817373 0.715313 0.611297 0.504325 1.08 0.861434 1.72923 2.3254 1.84959 1.59815 1.4133 1.25265 1.10418 0.960462 0.817168 0.672235 1.35 0.980779 1.66618 2.6011 2.4641 2.02196 1.77485 1.5617 1.36669 1.18073 0.997877 0.814816 1.62 1.07703 1.67855 2.49626 3.01574 2.4564 2.12004 1.85101 1.60774 1.37834 1.15517 0.933443 1.89 1.1515 1.69776 2.32848 3.19081 2.97448 2.45101 2.12256 1.8289 1.55438 1.28974 1.02855 2.16 1.20405 1.69941 2.24325 2.9907 3.43368 2.79556 2.37995 2.03194 1.71015 1.40245 1.10065 2.43 1.2353 1.68417 2.17024 2.73195 3.51963 3.22631 2.62509 2.21874 1.84714 1.49432 1.15032 2.7 1.24553 1.6506 2.08373 2.55912 3.2331 3.60033 2.88549 2.39269 1.967 1.56652 1.17819 2.97 1.23491 1.59854 1.9834 2.40117 2.89014 3.60289 3.23357 2.55555 2.07143 1.62033 1.185 3.24 1.20361 1.52771 1.86715 2.23186 2.63495 3.23459 3.52623 2.73473 2.16371 1.65722 1.17157 3.51 1.1518 1.43789 1.73439 2.05057 2.39627 2.81125 3.44865 3.00254 2.24554 1.67875 1.13884 3.78 1.07972 1.32891 1.58455 1.85497 2.14774 2.47705 3.00139 3.21589 2.34426 1.68803 1.08784 4.05 0.987653 1.20075 1.41719 1.64435 1.88865 2.16072 2.50034 3.06 2.53216 1.68654 1.01951 4.32 0.875943 1.05354 1.23207 1.41809 1.61669 1.8359 2.08968 2.53546 2.66616 1.70144 0.936176 0.001 4.59 0.745025 0.887553 1.02921 1.17584 1.33127 1.50207 1.69835 1.95835 2.43163 1.80508 0.838417 4.86 0.595129 0.70286 0.808403 0.917016 1.03141 1.15657 1.29962 1.47249 1.82874 1.85375 0.750963 5.13 0.427841 0.501119 0.571358 0.64327 0.718638 0.800893 0.895335 1.00946 1.17668 1.53663 0.748887 5.4 0.248388 0.288401 0.32492 0.362168 0.401162 0.443941 0.493827 0.554813 0.633306 0.871196 0.706133 5.67 0.0862908 0.0970548 0.105741 0.114655 0.124242 0.135422 0.149757 0.169209 0.196075 0.253253 0.40705 5.94 0.0404942 0.0432664 0.0457274 0.0483644 0.0514533 0.0555088 0.0613837 0.0701727 0.0824319 0.0985676 0.277707 ArcLength Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) 0 0.0379712 -0.148018 -0.171645 -0.149914 -0.116569 -0.0801078 -0.0483785 -0.0254365 -0.0120741 -0.00717103 -0.00853503 0.27 0.510854 0.514672 0.292128 0.251524 0.23684 0.232455 0.228938 0.220984 0.206666 0.186148 0.160805 0.54 0.659605 1.33833 0.969248 0.8221 0.738622 0.67588 0.621738 0.569144 0.514466 0.45649 0.395481 0.81 0.76071 1.75484 1.70975 1.36441 1.21407 1.09594 0.993613 0.898081 0.803871 0.708397 0.610987 1.08 0.906504 1.78177 2.38587 1.91809 1.67479 1.49823 1.34609 1.20645 1.07201 0.938631 0.804576 1.35 1.0369 1.73129 2.67568 2.54823 2.11578 1.87848 1.67537 1.49069 1.31551 1.14406 0.973323 1.62 1.14407 1.75612 2.58487 3.11547 2.56738 2.24241 1.985 1.75364 1.53661 1.32642 1.1186 1.89 1.22926 1.78764 2.431 3.30603 3.10256 2.59209 2.27686 1.99676 1.73625 1.48629 1.24071 2.16 1.29228 1.80137 2.35945 3.12124 3.57867 2.95521 2.5545 2.22175 1.9157 1.62443 1.34006 2.43 1.3337 1.7979 2.29986 2.87752 3.68131 3.40433 2.81971 2.43035 2.0763 1.74179 1.41715 2.7 1.35371 1.77571 2.22636 2.71938 3.41114 3.79638 3.0999 2.62589 2.2196 1.83938 1.47249 2.97 1.35238 1.73455 2.13856 2.57561 3.08406 3.81654 3.46735 2.80998 2.34718 1.9184 1.50668 3.24 1.3298 1.67404 2.03426 2.41991 2.84417 3.46527 3.77882 3.00987 2.46221 1.98019 1.52046 3.51 1.28606 1.59384 1.91274 2.25151 2.62008 3.05829 3.71944 3.29779 2.56624 2.02617 1.51466 3.78 1.22129 1.49374 1.77334 2.06799 2.38531 2.73962 3.28957 3.53052 2.68649 2.05935 1.49015 4.05 1.13575 1.37361 1.61557 1.86857 2.13909 2.43792 2.80504 3.39319 2.89517 2.0811 1.44778 4.32 1.02978 1.23357 1.43914 1.65256 1.87903 2.12676 2.40993 2.88625 3.04905 2.11845 1.38973 4.59 0.903767 1.07384 1.24396 1.41949 1.60438 1.80543 2.03296 2.32559 2.83326 2.24341 1.3162 4.86 0.758243 0.894806 1.03022 1.16922 1.31467 1.47179 1.64799 1.8556 2.24863 2.31298 1.25269 5.13 0.593314 0.696369 0.797534 0.900965 1.00862 1.1242 1.25332 1.40391 1.60988 2.0114 1.26881 0.001 5.4 0.409272 0.478756 0.546114 0.614852 0.68618 0.762407 0.847214 0.945035 1.06279 1.34299 1.22433 5.67 0.22443 0.262799 0.299179 0.336413 0.37513 0.416504 0.462436 0.515293 0.577862 0.673736 0.870662 5.94 0.118904 0.138023 0.155308 0.173054 0.191618 0.211631 0.234089 0.260254 0.290866 0.326581 0.526967局部脱空 水平距离（m）搭板底部应力（MPa）Sheet2 水平距离（m）搭板底部应力（MPa） ArcLength 0cm 2cm 4cm 6cm 8cm 10cm ArcLength 0cm 2cm 10cm 0 0.00016345 0.000143994 0.0001191 0.0000787568 0.0000382488 -0.0000035044 0 -0.156513 -0.0709708 -0.0707136 0.27 0.0703636 0.166146 0.253372 0.342941 0.432529 0.52268 0.27 0.138057 0.223811 0.224283 0.54 0.140277 0.33199 0.506664 0.686123 0.86562 1.04626 0.54 0.551064 0.641724 0.642511 0.81 0.209202 0.496967 0.759265 1.02891 1.29862 1.57007 0.81 0.930344 1.03677 1.0379 1.08 0.276539 0.660431 1.01045 1.37053 1.7307 2.09322 1.08 1.29125 1.4133 1.41474 1.35 0.341743 0.821802 1.25959 1.71033 2.16118 2.61502 1.35 1.62896 1.76722 1.76895 1.62 0.404301 0.980529 1.50607 2.04766 2.58938 3.13474 1.62 1.94762 2.1024 2.1044 1.89 0.463738 1.1361 1.74932 2.38191 3.01466 3.65172 1.89 2.25124 2.42244 2.42469 2.16 0.519606 1.28802 1.98879 2.71251 3.43642 4.16533 2.16 2.5422 2.72927 2.73173 2.43 0.571493 1.43585 2.22396 3.03892 3.85409 4.67495 2.43 2.84847 3.05048 3.05338 2.7 0.618939 1.57909 2.45429 3.36054 4.26704 5.17996 2.7 3.24287 3.4584 3.46184 0.001 2.97 0.661777 1.71754 2.67952 3.6771 4.67496 5.67999 2.97 3.58268 3.80981 3.81301 3.24 0.69845 1.84962 2.898 3.98692 5.07615 6.17333 3.24 3.55343 3.7899 3.79221 3.51 0.729048 1.97538 3.10975 4.28998 5.47056 6.65989 3.51 3.15579 3.39921 3.40124 3.78 0.755303 2.09654 3.31641 4.58791 5.85979 7.14126 3.78 2.70564 2.95339 2.95594 4.05 0.777556 2.21343 3.51827 4.88096 6.24406 7.61761 4.05 2.34693 2.59645 2.59937 4.32 0.796433 2.32665 3.71588 5.16965 6.62389 8.08943 4.32 2.00796 2.25703 2.26007 4.59 0.812506 2.43677 3.90977 5.45449 6.99973 8.55714 4.59 1.66209 1.90881 1.91198 4.86 0.826372 2.54437 4.10047 5.73599 7.37209 9.02118 4.86 1.30962 1.5513 1.55458 5.13 0.838642 2.65007 4.28857 6.01471 7.7415 9.48201 5.13 0.953161 1.18121 1.1846 5.4 0.849939 2.75449 4.47466 6.29122 8.10849 9.94005 5.4 0.606338 0.798469 0.801817 5.67 0.860873 2.85829 4.65939 6.56617 8.47364 10.3957 5.67 0.308923 0.43402 0.437451 5.94 0.871919 2.96201 4.84343 6.84015 8.83747 10.8492 5.94 0.159006 0.21799 0.221384 5.94 0.852635 2.85431 4.85367 6.85138 8.85028 10.8568 6.48 0.823655 2.83873 4.85952 6.87949 8.89935 10.9207 7.02 0.793992 2.81925 4.85644 6.89275 8.92885 10.9647 7.56 0.762892 2.7973 4.84915 6.90009 8.95103 11.0015 8.1 0.731155 2.77439 4.8404 6.90553 8.97076 11.0357 0cm2cm4cm6cm8cm10cm水平距离（m）竖向沉降（cm） 0cm2cm10cm水平距离（m）搭板底部应力（MPa） ArcLength Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) 0 -0.0550263 -0.264305 -0.297582 -0.280647 -0.250072 -0.213734 -0.178367 -0.147608 -0.122354 -0.102062 -0.086135 0.27 0.266541 0.212817 -0.0482275 -0.112067 -0.136932 -0.140265 -0.132791 -0.12127 -0.109339 -0.0986449 -0.0902422 0.54 0.20132 0.770508 0.319456 0.121499 0.0168084 -0.0430186 -0.0749615 -0.0902922 -0.0967335 -0.0991674 -0.101066 0.81 0.094712 0.923322 0.750328 0.325515 0.142574 0.0294977 -0.0385595 -0.0776076 -0.099657 -0.112896 -0.12323 1.08 0.055855 0.709922 1.139 0.561779 0.273939 0.104598 -0.000876711 -0.0645193 -0.102643 -0.126883 -0.145603 1.35 0.0309409 0.45389 1.17673 0.90478 0.41209 0.182157 0.0374486 -0.0519683 -0.106719 -0.141988 -0.168612 1.62 0.0136814 0.315384 0.883219 1.22955 0.597354 0.274201 0.0831744 -0.0358996 -0.109579 -0.157103 -0.192355 1.89 0.00314225 0.224107 0.577169 1.23124 0.912083 0.390625 0.144335 -0.0103064 -0.107201 -0.169981 -0.216224 2.16 -0.00325423 0.15199 0.400496 0.913147 1.22035 0.565053 0.229308 0.030215 -0.0958363 -0.178455 -0.239441 2.43 -0.00651918 0.0967557 0.279124 0.589065 1.21204 0.874981 0.343902 0.0904333 -0.0720134 -0.180404 -0.261105 2.7 -0.00755947 0.0547016 0.183962 0.399479 0.888128 1.18192 0.519277 0.17647 -0.0322241 -0.173552 -0.280116 2.97 -0.00728661 0.0239116 0.111865 0.26945 0.56124 1.17444 0.831626 0.292915 0.0272473 -0.155293 -0.295092 3.24 -0.00666423 0.00256627 0.0582045 0.169207 0.371196 0.852885 1.14186 0.470365 0.112026 -0.122579 -0.30427 3.51 -0.00596899 -0.0109796 0.0201103 0.0949238 0.242542 0.529469 1.13824 0.784774 0.226493 -0.0719356 -0.305445 3.78 -0.00524598 -0.018204 -0.00507694 0.0413853 0.145105 0.343755 0.820928 1.09695 0.401173 0.00213011 -0.295937 4.05 -0.00450917 -0.0204629 -0.0197201 0.00523115 0.0747509 0.220123 0.502089 1.09515 0.712033 0.103922 -0.272692 4.32 -0.00376577 -0.0191069 -0.0259388 -0.0165961 0.0260365 0.128308 0.321274 0.779609 1.01997 0.263925 -0.230847 4.59 -0.00302148 -0.0156442 -0.0257472 -0.0268045 -0.00454237 0.0641644 0.202938 0.462625 1.01339 0.558127 -0.167017 4.86 -0.00227955 -0.0116703 -0.021278 -0.0279054 -0.0201385 0.0223116 0.116983 0.284045 0.692972 0.847872 -0.0519748 5.13 -0.00154285 -0.0078639 -0.0148867 -0.0224673 -0.0235974 -0.000655933 0.0595274 0.168848 0.371961 0.823288 0.191145 5.4 -0.000811648 -0.00429146 -0.00830397 -0.0133464 -0.0176249 -0.00765421 0.0259406 0.0886158 0.193666 0.492387 0.432811 5.67 -0.000148822 -0.00117316 -0.00239515 -0.00420073 -0.00662616 -0.00321793 0.0123134 0.041852 0.0910442 0.187493 0.403918 5.94 0.0002121 0.000412858 0.000507172 0.000261832 -0.000442985 0.00108009 0.00849257 0.0226455 0.045433 0.0791958 0.28567 0.001 ArcLength Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) ArcLength Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) Comp22ofStress(x100) ArcLength Comp22ofStress(x100) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) ArcLength Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) Comp22ofStress(x1000) 0 -0.07552 -0.284443 -0.317003 -0.299983 -0.269229 -0.232767 -0.197485 -0.16678 -0.141483 -0.12106 -0.1043 0 -0.0507399 -0.262211 -0.29891 -0.282713 -0.249024 -0.209681 -0.173217 -0.142555 -0.117912 -0.0984102 -0.0826626 0 -0.0118651 -0.221565 -0.25997 -0.247757 -0.217865 -0.178616 -0.139207 -0.106432 -0.0818605 -0.0640196 -0.0508791 0 0.0353405 -0.168156 -0.202572 -0.188979 -0.160865 -0.126079 -0.0917806 -0.0619126 -0.0385255 -0.0229094 -0.0136925 0.27 0.333547 0.280811 0.0203688 -0.043278 -0.0682497 -0.0715361 -0.0640596 -0.0525574 -0.0405857 -0.0297541 -0.0205052 0.27 0.367798 0.322853 0.0650012 0.0000688376 -0.0270194 -0.0329216 -0.0284081 -0.019815 -0.0104108 -0.00175555 0.00560114 0.27 0.424754 0.390913 0.139989 0.0775642 0.0492876 0.0406661 0.0421577 0.046806 0.051199 0.054241 0.0556976 0.27 0.493171 0.472465 0.232342 0.177359 0.151936 0.141318 0.1373 0.135207 0.132554 0.127535 0.11986 0.54 0.378826 0.949959 0.499367 0.301774 0.196556 0.136666 0.104851 0.0895537 0.0831489 0.0808695 0.0798741 0.54 0.428164 1.02245 0.584315 0.384646 0.269879 0.199287 0.158377 0.135891 0.124045 0.117683 0.113449 0.54 0.513891 1.13324 0.71479 0.527074 0.414791 0.337567 0.284912 0.249593 0.225397 0.207472 0.192321 0.54 0.616292 1.25941 0.86208 0.690883 0.588237 0.512433 0.453404 0.405495 0.365493 0.33073 0.29851 0.81 0.357299 1.18887 1.01628 0.592051 0.408304 0.295062 0.22724 0.188267 0.166254 0.153194 0.143896 0.81 0.424857 1.29521 1.14503 0.717777 0.516996 0.385011 0.301892 0.251308 0.220812 0.201594 0.187546 0.81 0.544473 1.45438 1.33671 0.930612 0.735607 0.592963 0.489521 0.417271 0.366922 0.329873 0.299484 0.81 0.687169 1.6324 1.54684 1.16664 0.987945 0.849645 0.738323 0.647182 0.571982 0.508909 0.452914 1.08 0.377689 1.03576 1.46518 0.888809 0.600482 0.431049 0.325901 0.262373 0.224283 0.200217 0.182494 1.08 0.462521 1.17455 1.63714 1.05775 0.744669 0.54827 0.421505 0.34187 0.292204 0.259864 0.23584 1.08 0.615819 1.38211 1.89032 1.34151 1.03761 0.826423 0.67055 0.560227 0.483082 0.426569 0.38074 1.08 0.798658 1.61187 2.16319 1.64973 1.36888 1.16503 0.999798 0.864259 0.753161 0.661396 0.581399 1.35 0.383777 0.811856 1.53501 1.26418 0.772557 0.543528 0.399279 0.310013 0.255294 0.22008 0.193966 1.35 0.481159 0.972641 1.73885 1.46978 0.948159 0.685189 0.513861 0.404515 0.335391 0.289876 0.255915 1.35 0.668043 1.2287 2.0539 1.82507 1.3161 1.0341 0.82468 0.675452 0.571109 0.495013 0.433735 1.35 0.890967 1.51013 2.38947 2.20544 1.72627 1.45461 1.23436 1.05358 0.906173 0.785591 0.681586 1.62 0.375938 0.68399 1.25211 1.59985 0.969991 0.648519 0.458077 0.339192 0.265548 0.218005 0.18291 1.62 0.47297 0.841961 1.45538 1.81375 1.15672 0.800358 0.581496 0.4412 0.35187 0.292816 0.248724 1.62 0.693305 1.14673 1.83293 2.24161 1.60094 1.22112 0.954822 0.765139 0.632636 0.53645 0.459444 1.62 0.956285 1.47987 2.23133 2.69436 2.09034 1.72392 1.44536 1.21774 1.03296 0.882971 0.75462 1.89 0.361327 0.589898 0.943228 1.59903 1.28298 0.76368 0.518094 0.363684 0.266832 0.204009 0.157766 1.89 0.440397 0.715416 1.1059 1.77746 1.44452 0.89686 0.627225 0.454262 0.343452 0.270072 0.215345 1.89 0.693116 1.06785 1.54514 2.27755 1.96516 1.38951 1.06278 0.830654 0.668558 0.551421 0.45815 1.89 0.995981 1.45263 2.0064 2.80287 2.53414 1.97515 1.63476 1.35823 1.1345 0.954104 0.800782 2.16 0.342939 0.507013 0.755768 1.27051 1.58133 0.928557 0.593641 0.394824 0.268824 0.186165 0.125125 0.001 2.16 0.388687 0.576592 0.846049 1.37365 1.67968 1.01144 0.662225 0.451981 0.317117 0.227529 0.160764 2.16 0.667501 0.967759 1.33602 1.93426 2.26611 1.56682 1.1518 0.873422 0.679864 0.540526 0.430153 2.16 1.00999 1.40406 1.86021 2.53244 2.9152 2.23605 1.80612 1.47675 1.21195 0.999696 0.820425 2.43 0.323052 0.436234 0.618833 0.931245 1.55831 1.22414 0.694013 0.440869 0.278482 0.170059 0.0892943 2.43 0.336721 0.453826 0.641403 0.960245 1.58952 1.25225 0.71811 0.461355 0.295925 0.184938 0.101923 2.43 0.617192 0.847187 1.13522 1.52803 2.18911 1.82517 1.22323 0.894726 0.667547 0.504362 0.375695 2.43 0.998996 1.33488 1.72248 2.19955 2.91918 2.57919 1.96122 1.575 1.26662 1.02055 0.813927 2.7 0.302776 0.375655 0.505128 0.723533 1.21682 1.51388 0.85232 0.509887 0.301263 0.159909 0.0532796 2.7 0.298551 0.364951 0.490929 0.711571 1.20975 1.51024 0.850515 0.509043 0.300837 0.159565 0.0528331 2.7 0.542753 0.704994 0.917275 1.20361 1.73503 2.02152 1.30425 0.89762 0.632926 0.443833 0.295235 2.7 0.96331 1.2437 1.56751 1.94875 2.54681 2.86155 2.12743 1.65614 1.29986 1.01752 0.781647 2.97 0.282704 0.324443 0.412594 0.573517 0.870567 1.48746 1.14586 0.607573 0.341985 0.159424 0.0195609 2.97 0.270845 0.302174 0.383503 0.544652 0.847169 1.46992 1.13262 0.597278 0.333655 0.152384 0.0134144 2.97 0.445966 0.543098 0.684344 0.892692 1.22263 1.84375 1.46933 0.885597 0.579231 0.361592 0.190689 2.97 0.903139 1.13041 1.39496 1.70893 2.11394 2.76827 2.37687 1.72159 1.31299 0.991533 0.723956 3.24 0.26308 0.281448 0.337278 0.452103 0.660039 1.14588 1.4362 0.765172 0.406921 0.172301 -0.00945229 3.24 0.248686 0.2558 0.303966 0.418186 0.631347 1.12358 1.41889 0.751465 0.395714 0.16282 -0.017664 3.24 0.336118 0.373475 0.449478 0.586577 0.815221 1.31187 1.59327 0.901402 0.52291 0.270394 0.0725617 0.001 3.24 0.818651 0.994694 1.20272 1.45376 1.76462 2.29968 2.56613 1.79835 1.30881 0.943561 0.641239 3.51 0.243882 0.245394 0.276674 0.355834 0.510144 0.801704 1.41191 1.05896 0.500779 0.202339 -0.0312256 3.51 0.229165 0.219829 0.243631 0.321882 0.480944 0.778648 1.39381 1.04449 0.488879 0.192249 -0.0399613 3.51 0.244004 0.236972 0.263076 0.344088 0.507111 0.810062 1.42683 1.07388 0.513651 0.212692 -0.0235126 3.51 0.709947 0.836223 0.990012 1.1824 1.42724 1.77116 2.37992 1.95803 1.28824 0.874391 0.533761 3.78 0.224871 0.214914 0.228222 0.279587 0.390791 0.594548 1.07324 1.34981 0.654143 0.255092 -0.0430177 3.78 0.210805 0.190902 0.19731 0.24768 0.363101 0.57247 1.05576 1.33574 0.642506 0.245195 -0.0516043 3.78 0.187634 0.15597 0.151811 0.194665 0.307834 0.522024 1.01392 1.30098 0.612919 0.219628 -0.0738355 3.78 0.577498 0.655153 0.756598 0.89283 1.07573 1.32704 1.81883 2.05741 1.27826 0.786753 0.40215 4.05 0.205604 0.188598 0.189422 0.219845 0.297677 0.448606 0.732146 1.32579 0.94278 0.334664 -0.0419777 4.05 0.192728 0.166912 0.161599 0.191041 0.272529 0.428412 0.716052 1.31274 0.931947 0.325419 -0.0500185 4.05 0.154984 0.112402 0.0919628 0.110207 0.187062 0.347199 0.645514 1.25317 0.881343 0.282156 -0.0870093 4.05 0.423748 0.454191 0.505293 0.588009 0.713358 0.900183 1.20276 1.78543 1.35419 0.684622 0.249407 4.32 0.18542 0.164971 0.157845 0.173154 0.224934 0.333168 0.527724 0.986657 1.22712 0.471082 -0.0237037 4.32 0.1741 0.146106 0.133708 0.148107 0.202967 0.315432 0.513511 0.975087 1.21747 0.462817 -0.0309088 4.32 0.133638 0.0883408 0.0603443 0.063112 0.112872 0.229045 0.437623 0.910666 1.16276 0.41614 -0.0706633 4.32 0.262287 0.250129 0.255807 0.290197 0.363097 0.491195 0.703507 1.1696 1.39723 0.615783 0.0950927 4.59 0.16345 0.142486 0.131131 0.136223 0.168386 0.243384 0.383719 0.644007 1.19488 0.739611 0.0144664 4.59 0.153943 0.126778 0.111075 0.11537 0.150031 0.2285 0.371738 0.634214 1.18668 0.732572 0.00832067 4.59 0.116364 0.0734141 0.043505 0.0371959 0.0671318 0.148763 0.301364 0.574313 1.13577 0.689157 -0.0286207 4.59 0.137564 0.0984124 0.0740942 0.0747657 0.108278 0.189478 0.343026 0.618452 1.17906 0.726385 0.00143667 4.86 0.138658 0.11955 0.107013 0.105969 0.124053 0.172979 0.269124 0.436764 0.845788 1.00068 0.100838 4.86 0.131136 0.107205 0.0912753 0.0895753 0.109582 0.161206 0.259615 0.428969 0.839244 0.995048 0.0959134 4.86 0.0993441 0.0621878 0.0343724 0.0238035 0.039833 0.0940238 0.200184 0.378299 0.796148 0.958284 0.0646305 4.86 0.0715054 0.0252385 -0.00948216 -0.0240977 -0.0133471 0.0347092 0.140037 0.323741 0.750436 0.919798 0.0317857 5.13 0.10994 0.0945793 0.0833484 0.0795565 0.0882919 0.117567 0.179064 0.288904 0.492105 0.943418 0.311285 5.13 0.104494 0.0856827 0.0720174 0.0677342 0.0778335 0.109037 0.172159 0.283232 0.487337 0.93931 0.307682 5.13 0.0802955 0.0514633 0.0287976 0.0177984 0.0248739 0.0579882 0.126947 0.244649 0.454504 0.911291 0.283833 5.13 0.0419699 0.00167556 -0.0303874 -0.0478103 -0.0478405 -0.0218471 0.0456186 0.168653 0.388648 0.855566 0.236904 0.001 5.4 0.0770233 0.0668257 0.0588878 0.0551738 0.0586656 0.0741388 0.10878 0.171869 0.276989 0.5757 0.516125 5.4 0.0736313 0.0613022 0.0518574 0.0478304 0.0521597 0.0688245 0.104471 0.168327 0.27401 0.57313 0.513865 5.4 0.0580076 0.039223 0.0239825 0.01563 0.0180061 0.0358869 0.075282 0.143404 0.252792 0.555017 0.49844 5.4 0.0279968 0.000490954 -0.0218801 -0.0351412 -0.0382571 -0.0258658 0.0121003 0.083838 0.200725 0.510893 0.461392 5.67 0.0436907 0.0389955 0.0353111 0.0335667 0.0351609 0.0423441 0.0585639 0.0883732 0.137611 0.234054 0.450464 5.67 0.0420731 0.0363733 0.0319805 0.030089 0.032077 0.0398213 0.056516 0.0866886 0.136194 0.232831 0.449381 5.67 0.0344858 0.0256818 0.0185101 0.0145503 0.0156087 0.0239373 0.0424244 0.0746394 0.125922 0.224052 0.441896 5.67 0.0186529 0.00541249 -0.00522946 -0.0115573 -0.0132335 -0.00774869 0.00980303 0.0436679 0.0986936 0.200913 0.42245 5.94 0.023315 0.0216766 0.020405 0.0199773 0.0210744 0.0247674 0.032697 0.0470457 0.0698658 0.103626 0.310084 5.94 0.0226023 0.0205229 0.0189418 0.0184519 0.019723 0.0236627 0.0318017 0.0463106 0.0692489 0.103094 0.30961 5.94 0.019373 0.015968 0.0131999 0.0118255 0.0126986 0.0168881 0.0257943 0.0411775 0.0648759 0.0993581 0.306427 5.94 0.0124804 0.00725523 0.00333137 0.00138057 0.00117546 0.00382222 0.01197 0.0278314 0.0530741 0.0893187 0.297983 -0.0550263 -0.264305 -0.297582 -0.280647 -0.250072 -0.213734 -0.178367 -0.147608 -0.122354 -0.102062 -0.086135 0.266541 0.212817 -0.0482275 -0.112067 -0.136932 -0.140265 -0.132791 -0.12127 -0.109339 -0.0986449 -0.0902422 0.20132 0.770508 0.319456 0.121499 0.0168084 -0.0430186 -0.0749615 -0.0902922 -0.0967335 -0.0991674 -0.101066 0.094712 0.923322 0.750328 0.325515 0.142574 0.0294977 -0.0385595 -0.0776076 -0.099657 -0.112896 -0.12323 0.055855 0.709922 1.139 0.561779 0.273939 0.104598 -0.000876711 -0.0645193 -0.102643 -0.126883 -0.145603 0.0309409 0.45389 1.17673 0.90478 0.41209 0.182157 0.0374486 -0.0519683 -0.106719 -0.141988 -0.168612 0.0136814 0.315384 0.883219 1.22955 0.597354 0.274201 0.0831744 -0.0358996 -0.109579 -0.157103 -0.192355 0.00314225 0.224107 0.577169 1.23124 0.912083 0.390625 0.144335 -0.0103064 -0.107201 -0.169981 -0.216224 -0.00325423 0.15199 0.400496 0.913147 1.22035 0.565053 0.229308 0.030215 -0.0958363 -0.178455 -0.239441 -0.00651918 0.0967557 0.279124 0.589065 1.21204 0.874981 0.343902 0.0904333 -0.0720134 -0.180404 -0.261105 -0.00755947 0.0547016 0.183962 0.399479 0.888128 1.18192 0.519277 0.17647 -0.0322241 -0.173552 -0.280116 -0.00728661 0.0239116 0.111865 0.26945 0.56124 1.17444 0.831626 0.292915 0.0272473 -0.155293 -0.295092 -0.00666423 0.00256627 0.0582045 0.169207 0.371196 0.852885 1.14186 0.470365 0.112026 -0.122579 -0.30427 -0.00596899 -0.0109796 0.0201103 0.0949238 0.242542 0.529469 1.13824 0.784774 0.226493 -0.0719356 -0.305445 -0.00524598 -0.018204 -0.00507694 0.0413853 0.145105 0.343755 0.820928 1.09695 0.401173 0.00213011 -0.295937 -0.00450917 -0.0204629 -0.0197201 0.00523115 0.0747509 0.220123 0.502089 1.09515 0.712033 0.103922 -0.272692 -0.00376577 -0.0191069 -0.0259388 -0.0165961 0.0260365 0.128308 0.321274 0.779609 1.01997 0.263925 -0.230847 -0.00302148 -0.0156442 -0.0257472 -0.0268045 -0.00454237 0.0641644 0.202938 0.462625 1.01339 0.558127 -0.167017 -0.00227955 -0.0116703 -0.021278 -0.0279054 -0.0201385 0.0223116 0.116983 0.284045 0.692972 0.847872 -0.0519748 -0.00154285 -0.0078639 -0.0148867 -0.0224673 -0.0235974 -0.000655933 0.0595274 0.168848 0.371961 0.823288 0.191145 -0.000811648 -0.00429146 -0.00830397 -0.0133464 -0.0176249 -0.00765421 0.0259406 0.0886158 0.193666 0.492387 0.432811 -0.000148822 -0.00117316 -0.00239515 -0.00420073 -0.00662616 -0.00321793 0.0123134 0.041852 0.0910442 0.187493 0.403918 0.0002121 0.000412858 0.000507172 0.000261832 -0.000442985 0.00108009 0.00849257 0.0226455 0.045433 0.0791958 0.28567水平距离（m）搭板底部应力（MPa） -0.07552 -0.284443 -0.317003 -0.299983 -0.269229 -0.232767 -0.197485 -0.16678 -0.141483 -0.12106 -0.1043 0.333547 0.280811 0.0203688 -0.043278 -0.0682497 -0.0715361 -0.0640596 -0.0525574 -0.0405857 -0.0297541 -0.0205052 0.378826 0.949959 0.499367 0.301774 0.196556 0.136666 0.104851 0.0895537 0.0831489 0.0808695 0.0798741 0.357299 1.18887 1.01628 0.592051 0.408304 0.295062 0.22724 0.188267 0.166254 0.153194 0.143896 0.377689 1.03576 1.46518 0.888809 0.600482 0.431049 0.325901 0.262373 0.224283 0.200217 0.182494 0.383777 0.811856 1.53501 1.26418 0.772557 0.543528 0.399279 0.310013 0.255294 0.22008 0.193966 0.375938 0.68399 1.25211 1.59985 0.969991 0.648519 0.458077 0.339192 0.265548 0.218005 0.18291 0.361327 0.589898 0.943228 1.59903 1.28298 0.76368 0.518094 0.363684 0.266832 0.204009 0.157766 0.342939 0.507013 0.755768 1.27051 1.58133 0.928557 0.593641 0.394824 0.268824 0.186165 0.125125 0.323052 0.436234 0.618833 0.931245 1.55831 1.22414 0.694013 0.440869 0.278482 0.170059 0.0892943 0.302776 0.375655 0.505128 0.723533 1.21682 1.51388 0.85232 0.509887 0.301263 0.159909 0.0532796 0.282704 0.324443 0.412594 0.573517 0.870567 1.48746 1.14586 0.607573 0.341985 0.159424 0.0195609 0.26308 0.281448 0.337278 0.452103 0.660039 1.14588 1.4362 0.765172 0.406921 0.172301 -0.00945229 0.243882 0.245394 0.276674 0.355834 0.510144 0.801704 1.41191 1.05896 0.500779 0.202339 -0.0312256 0.224871 0.214914 0.228222 0.279587 0.390791 0.594548 1.07324 1.34981 0.654143 0.255092 -0.0430177 0.205604 0.188598 0.189422 0.219845 0.297677 0.448606 0.732146 1.32579 0.94278 0.334664 -0.0419777 0.18542 0.164971 0.157845 0.173154 0.224934 0.333168 0.527724 0.986657 1.22712 0.471082 -0.0237037 0.16345 0.142486 0.131131 0.136223 0.168386 0.243384 0.383719 0.644007 1.19488 0.739611 0.0144664 0.138658 0.11955 0.107013 0.105969 0.124053 0.172979 0.269124 0.436764 0.845788 1.00068 0.100838 0.10994 0.0945793 0.0833484 0.0795565 0.0882919 0.117567 0.179064 0.288904 0.492105 0.943418 0.311285 0.0770233 0.0668257 0.0588878 0.0551738 0.0586656 0.0741388 0.10878 0.171869 0.276989 0.5757 0.516125 0.0436907 0.0389955 0.0353111 0.0335667 0.0351609 0.0423441 0.0585639 0.0883732 0.137611 0.234054 0.450464 0.023315 0.0216766 0.020405 0.0199773 0.0210744 0.0247674 0.032697 0.0470457 0.0698658 0.103626 0.310084水平距离（m）搭板底部应力（MPa） -0.0507399 -0.262211 -0.29891 -0.282713 -0.249024 -0.209681 -0.173217 -0.142555 -0.117912 -0.0984102 -0.0826626 0.367798 0.322853 0.0650012 0.0000688376 -0.0270194 -0.0329216 -0.0284081 -0.019815 -0.0104108 -0.00175555 0.00560114 0.428164 1.02245 0.584315 0.384646 0.269879 0.199287 0.158377 0.135891 0.124045 0.117683 0.113449 0.424857 1.29521 1.14503 0.717777 0.516996 0.385011 0.301892 0.251308 0.220812 0.201594 0.187546 0.462521 1.17455 1.63714 1.05775 0.744669 0.54827 0.421505 0.34187 0.292204 0.259864 0.23584 0.481159 0.972641 1.73885 1.46978 0.948159 0.685189 0.513861 0.404515 0.335391 0.289876 0.255915 0.47297 0.841961 1.45538 1.81375 1.15672 0.800358 0.581496 0.4412 0.35187 0.292816 0.248724 0.440397 0.715416 1.1059 1.77746 1.44452 0.89686 0.627225 0.454262 0.343452 0.270072 0.215345 0.388687 0.576592 0.846049 1.37365 1.67968 1.01144 0.662225 0.451981 0.317117 0.227529 0.160764 0.336721 0.453826 0.641403 0.960245 1.58952 1.25225 0.71811 0.461355 0.295925 0.184938 0.101923 0.298551 0.364951 0.490929 0.711571 1.20975 1.51024 0.850515 0.509043 0.300837 0.159565 0.0528331 0.270845 0.302174 0.383503 0.544652 0.847169 1.46992 1.13262 0.597278 0.333655 0.152384 0.0134144 0.248686 0.2558 0.303966 0.418186 0.631347 1.12358 1.41889 0.751465 0.395714 0.16282 -0.017664 0.229165 0.219829 0.243631 0.321882 0.480944 0.778648 1.39381 1.04449 0.488879 0.192249 -0.0399613 0.210805 0.190902 0.19731 0.24768 0.363101 0.57247 1.05576 1.33574 0.642506 0.245195 -0.0516043 0.192728 0.166912 0.161599 0.191041 0.272529 0.428412 0.716052 1.31274 0.931947 0.325419 -0.0500185 0.1741 0.146106 0.133708 0.148107 0.202967 0.315432 0.513511 0.975087 1.21747 0.462817 -0.0309088 0.153943 0.126778 0.111075 0.11537 0.150031 0.2285 0.371738 0.634214 1.18668 0.732572 0.00832067 0.131136 0.107205 0.0912753 0.0895753 0.109582 0.161206 0.259615 0.428969 0.839244 0.995048 0.0959134 0.104494 0.0856827 0.0720174 0.0677342 0.0778335 0.109037 0.172159 0.283232 0.487337 0.93931 0.307682 0.0736313 0.0613022 0.0518574 0.0478304 0.0521597 0.0688245 0.104471 0.168327 0.27401 0.57313 0.513865 0.0420731 0.0363733 0.0319805 0.030089 0.032077 0.0398213 0.056516 0.0866886 0.136194 0.232831 0.449381 0.0226023 0.0205229 0.0189418 0.0184519 0.019723 0.0236627 0.0318017 0.0463106 0.0692489 0.103094 0.30961水平距离（m）搭板底部应力（MPa） 水平距离（m）搭板底部应力（MPa） 水平距离（m）搭板底部应力（MPa） ArcLength Comp22ofStress(x100) 0 -50.7399 0.27 367.798 0.54 428.164 0.81 424.857 1.08 462.521 1.35 481.159 1.62 472.97 1.89 440.397 2.16 388.687 2.43 336.721 2.7 298.551 2.97 270.845 3.24 248.686 3.51 229.165 3.78 210.805 4.05 192.728 4.32 174.1 4.59 153.943 4.86 131.136 5.13 104.494 5.4 73.6313 5.67 42.0731 5.94 22.6023图表1 0.0000967231 0.000246817 0.000255643 0.000256656 0.000257053 0.000257136 0.0552193564 0.173628 0.246535 0.314672 0.382338 0.449836 0.1100756924 0.346274 0.492029 0.628294 0.763622 0.898618 0.1642715934 0.517185 0.735705 0.940088 1.14307 1.34557 0.2174816532 0.68554 0.97672 1.24921 1.51984 1.78983 0.2694018967 0.850559 1.21426 1.55484 1.89313 2.23061 0.3197449692 1.0115 1.44757 1.85622 2.26214 2.66712 0.368243635 1.16766 1.6759 2.15261 2.62616 3.09864 0.4146477162 1.31839 1.89859 2.44331 2.9845 3.52446 0.4587223429 1.46306 2.11496 2.72769 3.33649 3.94395 0.5002553886 1.60109 2.32441 3.00511 3.68151 4.35646 0.5390373512 1.73192 2.52635 3.27499 4.01899 4.76142 0.5748801597 1.85503 2.72024 3.53678 4.34836 5.15828 0.6075782483 1.96988 2.90549 3.78989 4.66903 5.54644 0.6370572635 2.07621 3.08182 4.03403 4.98073 5.92562 0.6626392753 2.17238 3.24756 4.26754 5.28177 6.29415 0.6843636475 2.25842 3.4027 4.49041 5.57215 6.65201 0.702991411 2.33599 3.54891 4.70428 5.85353 7.00087 0.7186800204 2.4054 3.68644 4.90942 6.12615 7.34097 0.7317225164 2.46724 3.81587 5.1064 6.39059 7.67289 0.742372576 2.52205 3.93772 5.29575 6.64738 7.99716 0.7509144925 2.57042 4.05257 5.47802 6.89708 8.31434 0.7576369326 2.61295 4.16101 5.65383 7.14029 8.62502 0.762832937 2.65028 4.26368 5.82379 7.37763 8.92984 0.7667911727 2.68309 4.36123 5.98857 7.60978 9.22947 0.7697784379 2.71205 4.45438 6.14889 7.83744 9.5246 0.7720396621 2.7379 4.54385 6.30547 8.06135 9.81598 0.7737935323 2.76141 4.63043 6.45908 8.28228 10.1044 0.7752368668 2.78335 4.7149 6.61054 8.50104 10.3906 0.7765489892 2.8045 4.79811 6.76069 8.71848 10.6755 0.77738 2.81775 4.85033 6.85503 8.85518 10.8547 0.87731 2.91776 4.95063 6.95578 8.95639 10.9564 0.82985 2.84389 4.85065 6.85165 8.85199 10.8519 0.81152 2.82158 4.82705 6.82791 8.82818 10.8281 0.78032 2.78623 4.78933 6.78977 8.78991 10.7898 0.74298 2.74764 4.75009 6.75038 8.75045 10.7503 0.69162 2.69579 4.69797 6.69817 8.69817 10.6980cm2cm4cm6cm8cm10cm水平距离（m）竖向沉降（cm）10cm ArcLength Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.233506 0.0573576 0.0442359 0.0766357 0.120657 0.167678 0.209706 0.24248 0.264874 0.277459 0.281519 0.27853 0.269948 0.257168 0.241596 0.27 0.773124 0.791139 0.583469 0.557879 0.558221 0.568765 0.579961 0.586333 0.585688 0.577748 0.563152 0.542899 0.518081 0.489801 0.459203 0.54 1.02841 1.72839 1.38125 1.25616 1.19477 1.15402 1.12173 1.09068 1.05708 1.01938 0.977337 0.931304 0.881916 0.829923 0.776158 0.81 1.25838 2.2822 2.26753 1.95278 1.83303 1.74543 1.67348 1.60808 1.54361 1.47722 1.40782 1.33528 1.25992 1.18228 1.10307 1.08 1.52915 2.44259 3.08558 2.65692 2.45275 2.31526 2.20208 2.10119 2.00517 1.90975 1.81282 1.71368 1.6123 1.50899 1.40431 1.35 1.7817 2.52281 3.51464 3.43487 3.05017 2.86056 2.70503 2.56779 2.43981 2.31522 2.19085 2.06522 1.93789 1.80897 1.67886 1.62 2.00847 2.67586 3.56072 4.14761 3.65596 3.3874 3.18628 3.01113 2.85017 2.6959 2.5438 2.39157 2.23828 2.08371 1.92809 1.89 2.21036 2.83275 3.54094 4.48098 4.34265 3.89736 3.64724 3.43218 3.23673 3.05186 2.87158 2.69255 2.51317 2.33288 2.15171 2.16 2.38703 2.96881 3.60052 4.43611 4.96742 4.41794 4.09118 3.83242 3.60048 3.38369 3.17449 2.96825 2.76261 2.5565 2.3497 2.43 2.53883 3.08446 3.66884 4.32915 5.21561 5.02141 4.51966 4.21329 3.94256 3.69211 3.45289 3.21889 2.98666 2.75456 2.52201 2.7 2.66576 3.17796 3.71984 4.30434 5.08764 5.56447 4.95981 4.57786 4.26425 3.97795 3.70728 3.44465 3.18539 2.92706 2.66859 2.97 2.76771 3.24885 3.75291 4.2903 4.89914 5.73207 5.48359 4.92745 4.56688 4.24227 3.93828 3.64586 3.35892 3.07399 2.78941 3.24 2.84454 3.29651 3.76558 4.26039 4.79391 5.52434 5.94753 5.28908 4.85341 4.48628 4.14673 3.82299 3.50747 3.19544 2.88439 3.51 2.89608 3.32036 3.75688 4.21359 4.70023 5.25666 6.03642 5.73459 5.12511 4.71132 4.33361 3.97666 3.63134 3.29148 2.95352 3.78 2.92221 3.31986 3.7258 4.14714 4.59128 5.07266 5.75028 6.12044 5.40893 4.92025 4.50018 4.10769 3.73099 3.36233 2.99678 4.05 2.92279 3.29453 3.67148 4.05982 4.46586 4.90054 5.40441 6.13137 5.77671 5.11438 4.64772 4.2171 3.80705 3.40825 3.01421 0.001 4.32 2.89774 3.24403 3.59316 3.95047 4.32106 4.71338 5.14238 5.7674 6.08488 5.32064 4.77917 4.30614 3.86033 3.42967 3.00589 4.59 2.847 3.16812 3.49025 3.81812 4.15562 4.50989 4.89236 5.34378 6.01821 5.61091 4.89582 4.3761 3.89185 3.42714 2.97196 4.86 2.77048 3.06658 3.36231 3.66193 3.96831 4.28718 4.62739 5.00408 5.57668 5.84163 5.02462 4.42992 3.90282 3.40142 2.91261 5.13 2.66816 2.93928 3.20901 3.48127 3.7581 4.04393 4.3462 4.67649 5.07562 5.69758 5.23749 4.46892 3.89452 3.35341 2.8282 5.4 2.54 2.78612 3.03012 3.27567 3.52418 3.77892 4.04591 4.33408 4.65861 5.17881 5.3909 4.52009 3.86988 3.2842 2.7191 5.67 2.38601 2.60706 2.8255 3.04479 3.26589 3.49116 3.72522 3.97561 4.25387 4.60067 5.16968 4.65536 3.83018 3.19491 2.58581 5.94 2.20614 2.40207 2.59506 2.78842 2.98279 3.17983 3.38297 3.59826 3.83456 4.10684 4.57396 4.73123 3.80237 3.08826 2.42883 6.21 2.00044 2.17119 2.33877 2.50645 2.67459 2.84435 3.01822 3.20081 3.39954 3.62563 3.91916 4.43262 3.85839 2.96529 2.24848 6.48 1.76896 1.91444 2.05668 2.19884 2.34113 2.48435 2.63021 2.78217 2.94603 3.13029 3.34908 3.75971 3.8547 2.85268 2.04625 6.75 1.51177 1.63194 1.74887 1.86565 1.9824 2.09963 2.21853 2.34151 2.47298 2.61981 2.79216 3.02806 3.47634 2.82224 1.82143 7.02 1.22917 1.32402 1.4157 1.50723 1.59867 1.69037 1.78311 1.87854 1.97975 2.09193 2.22216 2.38204 2.72411 2.73107 1.59761 7.29 0.919578 0.988973 1.05534 1.12163 1.18789 1.25432 1.32143 1.39027 1.46289 1.5428 1.63521 1.74714 1.91084 2.26222 1.4419 7.56 0.591097 0.635505 0.677073 0.718691 0.760388 0.802314 0.84478 0.888416 0.934405 0.98482 1.04281 1.1119 1.19759 1.43824 1.22791 7.83 0.31882 0.34429 0.366335 0.388537 0.410924 0.433604 0.456772 0.480766 0.506177 0.533991 0.565711 0.603059 0.647954 0.720297 0.839839 8 0.138152 0.151984 0.161586 0.171288 0.181109 0.191112 0.201399 0.212138 0.223608 0.236257 0.250768 0.267916 0.287821 0.306954 0.44541510cm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）弹性支承 ArcLength Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 -0.217519 -0.423645 -0.454657 -0.437076 -0.405467 -0.367906 -0.331435 -0.299497 -0.272987 -0.251553 -0.234411 -0.220717 -0.209674 -0.20054 -0.192592 0.27 0.114964 0.0597648 -0.197859 -0.257897 -0.28015 -0.281326 -0.271703 -0.258121 -0.243934 -0.23064 -0.218807 -0.208546 -0.199744 -0.192146 -0.185374 0.54 0.0692943 0.626362 0.175518 -0.0174614 -0.11803 -0.173723 -0.20103 -0.211632 -0.212798 -0.208944 -0.202691 -0.19557 -0.188429 -0.181663 -0.175333 0.81 -0.0276709 0.782139 0.602886 0.180662 0.00120906 -0.106801 -0.168075 -0.19943 -0.212488 -0.214854 -0.211326 -0.204876 -0.197281 -0.189514 -0.181983 1.08 -0.0494525 0.587432 1.00483 0.425059 0.13726 -0.0285944 -0.127046 -0.181197 -0.207216 -0.216219 -0.215453 -0.209508 -0.201197 -0.192138 -0.183107 1.35 -0.0579877 0.354498 1.06573 0.787755 0.291274 0.0615889 -0.0780749 -0.157991 -0.198823 -0.215481 -0.21796 -0.212687 -0.203661 -0.19323 -0.182599 1.62 -0.0631482 0.233811 0.7924 1.13365 0.497093 0.17203 -0.0160171 -0.126259 -0.185088 -0.211423 -0.218359 -0.214462 -0.205123 -0.193565 -0.181511 1.89 -0.064278 0.155749 0.501718 1.15359 0.832525 0.308895 0.0642132 -0.0822104 -0.163443 -0.202447 -0.215764 -0.214456 -0.205583 -0.193439 -0.180394 2.16 -0.0623358 0.0943423 0.337001 0.849969 1.15923 0.503567 0.169066 -0.0220156 -0.131238 -0.186898 -0.209256 -0.212279 -0.205037 -0.193145 -0.179801 2.43 -0.0574196 0.0486596 0.225592 0.53724 1.16606 0.832239 0.303416 0.0584088 -0.0854371 -0.162763 -0.197635 -0.207315 -0.203294 -0.19282 -0.180144 2.7 -0.0499421 0.0156142 0.139289 0.356917 0.854009 1.15548 0.497814 0.164899 -0.0226466 -0.127682 -0.179423 -0.198752 -0.200023 -0.1925 -0.181768 2.97 -0.0403671 -0.00653244 0.0753206 0.234821 0.536314 1.16119 0.827732 0.301792 0.060827 -0.0788963 -0.152806 -0.185531 -0.194724 -0.19211 -0.184961 3.24 -0.0291807 -0.0196012 0.0291529 0.141553 0.353553 0.849647 1.15319 0.499238 0.17053 -0.0132192 -0.11557 -0.166289 -0.186693 -0.191454 -0.189946 3.51 -0.0168474 -0.0253093 -0.00212847 0.0733893 0.230805 0.533527 1.16168 0.832406 0.310586 0.0728911 -0.0650706 -0.139307 -0.174975 -0.190175 -0.196871 3.78 -0.00379555 -0.0252158 -0.0212906 0.0250455 0.138102 0.352986 0.853176 1.1611 0.510992 0.184875 0.00180037 -0.102451 -0.15831 -0.187722 -0.205781 4.05 0.00958304 -0.0206919 -0.0308119 -0.00698373 0.0712804 0.232783 0.54012 1.17266 0.846819 0.32679 0.0885305 -0.0531348 -0.13507 -0.1833 -0.216594 4.32 0.0229272 -0.0129257 -0.0328646 -0.0259293 0.0247197 0.142716 0.362511 0.866957 1.17781 0.528593 0.200526 0.0117007 -0.103209 -0.175814 -0.229055 4.59 0.0358957 -0.00294383 -0.0293169 -0.0346373 -0.00534489 0.0784439 0.244994 0.556364 1.19126 0.86533 0.341821 0.0955027 -0.0602274 -0.163813 -0.242699 4.86 0.0481551 0.00835792 -0.0217652 -0.0355766 -0.0223499 0.0342105 0.157285 0.380833 0.887018 1.19673 0.54236 0.203646 -0.00314791 -0.145426 -0.256778 0.001 5.13 0.0593666 0.0201842 -0.0115795 -0.0308622 -0.0293112 0.00613861 0.0949709 0.264968 0.577439 1.21009 0.87718 0.340136 0.0714033 -0.11833 -0.270207 5.4 0.0691735 0.0318098 0.0000504259 -0.0223037 -0.0288462 -0.00930887 0.0522292 0.178442 0.402449 0.90523 1.206 0.534902 0.168744 -0.0797064 -0.281488 5.67 0.0771884 0.0425528 0.0120688 -0.0114623 -0.0232079 -0.0152467 0.0251134 0.116798 0.286628 0.59451 1.21613 0.862992 0.292865 -0.0262965 -0.288644 5.94 0.0829845 0.0517509 0.0235145 0.000292314 -0.0143423 -0.0143961 0.0100072 0.0741559 0.199615 0.417845 0.907413 1.18417 0.473741 0.0471852 -0.289164 6.21 0.0860903 0.0587445 0.0334881 0.011731 -0.00395017 -0.00912492 0.00370279 0.046498 0.136908 0.299811 0.592252 1.18587 0.786587 0.144848 -0.280037 6.48 0.0859878 0.0628624 0.0411247 0.0217222 0.00645183 -0.00150737 0.00336792 0.0301217 0.0925805 0.210059 0.410665 0.868134 1.09152 0.297047 -0.256217 6.75 0.0821292 0.0634278 0.0455852 0.029206 0.0154875 0.0066189 0.00651309 0.0217252 0.0625738 0.144139 0.287425 0.5438 1.07668 0.579919 -0.213672 7.02 0.0739788 0.0597851 0.0460687 0.0331899 0.0218963 0.0136088 0.0109458 0.0183917 0.0431741 0.0962503 0.192547 0.35362 0.743458 0.855647 -0.122809 7.29 0.0609656 0.0512453 0.0417496 0.0326747 0.0244462 0.0179056 0.0146554 0.0174985 0.0310425 0.0624826 0.122049 0.223409 0.406819 0.816554 0.0956964 7.56 0.0435452 0.0380568 0.0326562 0.0274432 0.0226322 0.0186592 0.0163726 0.0172781 0.0238835 0.0401818 0.0720237 0.12658 0.213965 0.47747 0.315233 7.83 0.0259331 0.0235857 0.0212705 0.0190401 0.0169915 0.0153191 0.0143981 0.014891 0.0178994 0.0251826 0.0393576 0.0637058 0.10217 0.17687 0.309527 8 0.0125312 0.0116458 0.0107747 0.009943 0.00919413 0.00861103 0.00834962 0.00868283 0.0100635 0.0132169 0.0192309 0.0294706 0.0448375 0.0626737 0.203766弹性支承 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）沉降0～10cm ArcLength Displacementy(x.01) Displacementy(x.01) Displacementy(x.01) Displacementy(x.01) Displacementy(x.01) Displacementy(x.01) 0 0.0000967231 0.000246817 0.000255643 0.000256656 0.000257053 0.000257136 0.27 0.0552193564 0.173628 0.246535 0.314672 0.382338 0.449836 0.54 0.1100756924 0.346274 0.492029 0.628294 0.763622 0.898618 0.81 0.1642715934 0.517185 0.735705 0.940088 1.14307 1.34557 1.08 0.2174816532 0.68554 0.97672 1.24921 1.51984 1.78983 1.35 0.2694018967 0.850559 1.21426 1.55484 1.89313 2.23061 1.62 0.3197449692 1.0115 1.44757 1.85622 2.26214 2.66712 1.89 0.368243635 1.16766 1.6759 2.15261 2.62616 3.09864 2.16 0.4146477162 1.31839 1.89859 2.44331 2.9845 3.52446 2.43 0.4587223429 1.46306 2.11496 2.72769 3.33649 3.94395 2.7 0.5002553886 1.60109 2.32441 3.00511 3.68151 4.35646 2.97 0.5390373512 1.73192 2.52635 3.27499 4.01899 4.76142 3.24 0.5748801597 1.85503 2.72024 3.53678 4.34836 5.15828 3.51 0.6075782483 1.96988 2.90549 3.78989 4.66903 5.54644 3.78 0.6370572635 2.07621 3.08182 4.03403 4.98073 5.92562 4.05 0.6626392753 2.17238 3.24756 4.26754 5.28177 6.29415 4.32 0.6843636475 2.25842 3.4027 4.49041 5.57215 6.65201 4.59 0.702991411 2.33599 3.54891 4.70428 5.85353 7.00087 4.86 0.7186800204 2.4054 3.68644 4.90942 6.12615 7.34097 5.13 0.7317225164 2.46724 3.81587 5.1064 6.39059 7.67289 5.4 0.742372576 2.52205 3.93772 5.29575 6.64738 7.99716 5.67 0.7509144925 2.57042 4.05257 5.47802 6.89708 8.31434 5.94 0.7576369326 2.61295 4.16101 5.65383 7.14029 8.62502 6.21 0.762832937 2.65028 4.26368 5.82379 7.37763 8.92984 6.48 0.7667911727 2.68309 4.36123 5.98857 7.60978 9.22947 6.75 0.7697784379 2.71205 4.45438 6.14889 7.83744 9.5246 7.02 0.7720396621 2.7379 4.54385 6.30547 8.06135 9.81598 7.29 0.7737935323 2.76141 4.63043 6.45908 8.28228 10.1044 7.56 0.7752368668 2.78335 4.7149 6.61054 8.50104 10.3906 7.83 0.7765489892 2.8045 4.79811 6.76069 8.71848 10.6755 8 0.77738 2.81775 4.85033 6.85503 8.85518 10.8547 8 0.87731 2.91776 4.95063 6.95578 8.95639 10.9564 8.5 0.82985 2.84389 4.85065 6.85165 8.85199 10.8519 9 0.81152 2.82158 4.82705 6.82791 8.82818 10.8281 -100 10 0.78032 2.78623 4.78933 6.78977 8.78991 10.7898 11 0.74298 2.74764 4.75009 6.75038 8.75045 10.7503 12 0.69162 2.69579 4.69797 6.69817 8.69817 10.698沉降0～10cm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00cm2cm4cm6cm8cm10cm水平距离（m）竖向沉降（cm）脱空 ArcLength Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 -0.173275 -0.382334 -0.415344 -0.398549 -0.367517 -0.330186 -0.330186 -0.29352 -0.261114 -0.261114 -0.211771 -0.193848 -0.179385 -0.167609 -0.157785 -0.157785 0.27 0.177117 0.124878 -0.135786 -0.200201 -0.225386 -0.228291 -0.228291 -0.21967 -0.206289 -0.206289 -0.177746 -0.165027 -0.153815 -0.144064 -0.135547 -0.135547 0.54 0.130486 0.703121 0.252671 0.053474 -0.0526998 -0.112914 -0.112914 -0.143885 -0.156959 -0.156959 -0.15654 -0.150552 -0.143373 -0.135985 -0.128879 -0.128879 0.81 0.00481139 0.83889 0.666864 0.24021 0.0546961 -0.0595032 -0.0595032 -0.126624 -0.162801 -0.162801 -0.184834 -0.183377 -0.178415 -0.171896 -0.164947 -0.164947 1.08 -0.0704082 0.591057 1.02176 0.442592 0.151303 -0.0199985 -0.0199985 -0.124743 -0.184944 -0.184944 -0.22995 -0.232974 -0.230113 -0.224329 -0.217408 -0.217408 1.35 -0.123536 0.308747 1.03445 0.761766 0.265379 0.032492 0.032492 -0.112299 -0.197959 -0.197959 -0.266316 -0.273362 -0.272014 -0.266349 -0.258859 -0.258859 1.62 -0.146292 0.166258 0.738296 1.08664 0.452084 0.125383 0.125383 -0.0666196 -0.181841 -0.181841 -0.277236 -0.288706 -0.288799 -0.282944 -0.274477 -0.274477 1.89 -0.149036 0.0832757 0.44101 1.10012 0.781784 0.257421 0.257421 0.00971501 -0.140865 -0.140865 -0.270104 -0.287534 -0.289895 -0.284261 -0.27501 -0.27501 2.16 -0.141137 0.0250739 0.277629 0.797284 1.10942 0.453564 0.453564 0.11679 -0.0776573 -0.0776573 -0.25013 -0.276033 -0.282247 -0.277844 -0.268502 -0.268502 2.43 -0.126853 -0.0135702 0.171425 0.488923 1.12048 0.786794 0.786794 0.256312 0.00865819 0.00865819 -0.218697 -0.256511 -0.268862 -0.267229 -0.258909 -0.258909 2.7 -0.10876 -0.0379765 0.0920563 0.314613 0.814166 1.11597 1.11597 0.457154 0.12223 0.12223 -0.175219 -0.229321 -0.250808 -0.25402 -0.248252 -0.248252 2.97 -0.0884657 -0.0510555 0.0356275 0.199143 0.502766 1.12809 1.12809 0.793895 0.266498 0.266498 -0.117882 -0.193616 -0.228024 -0.238739 -0.237511 -0.237511 3.24 -0.0671226 -0.055326 -0.0030717 0.112492 0.326277 0.822881 0.822881 1.12601 0.471066 0.471066 -0.0440547 -0.147757 -0.199734 -0.221286 -0.227095 -0.227095 3.51 -0.0455621 -0.0529035 -0.027352 0.050565 0.209431 0.512683 0.512683 1.14068 0.8108 0.8108 0.0494924 -0.0894125 -0.16454 -0.201028 -0.216982 -0.216982 3.78 -0.0243933 -0.0455585 -0.0401996 0.00786936 0.122069 0.337475 0.337475 0.837706 1.14534 1.14534 0.168043 -0.0156333 -0.120465 -0.176867 -0.206784 -0.206784 4.05 -0.00407073 -0.0347548 -0.0441998 -0.0192037 0.0599297 0.221927 0.221927 0.529454 1.16195 1.16195 0.315592 0.0770114 -0.0649781 -0.147226 -0.195755 -0.195755 4.32 0.0150551 -0.0216975 -0.0415584 -0.0339224 0.0173586 0.135813 0.135813 0.355901 0.860489 0.860489 0.522099 0.193935 0.0049902 -0.110048 -0.182784 -0.182784 4.59 0.0326991 -0.00738329 -0.034132 -0.0391272 -0.00940293 0.0747997 0.0747997 0.241714 0.553362 0.553362 0.862651 0.339218 0.0929384 -0.0627767 -0.166361 -0.166361 4.86 0.0486093 0.00735073 -0.0234765 -0.0372546 -0.0237604 0.0331672 0.0331672 0.156647 0.380564 0.380564 1.19703 0.542869 0.204312 -0.00235812 -0.144536 -0.144536 5.13 0.0625425 0.021784 -0.010904 -0.0303711 -0.0286834 0.00708665 0.00708665 0.0963394 0.266763 0.266763 1.21262 0.880009 0.343204 0.074671 -0.114892 -0.114892 5.4 0.0742423 0.0352737 0.00246192 -0.0202284 -0.0267347 -0.00692298 -0.00692298 0.055032 0.181699 0.181699 0.909324 1.21044 0.539634 0.173722 -0.0745127 -0.0745127 5.67 0.0834224 0.0472232 0.0156364 -0.00832602 -0.0201087 -0.0119163 -0.0119163 0.0288418 0.120982 0.120982 0.599567 1.22156 0.868737 0.298882 -0.0200409 -0.0200409 5.94 0.0897545 0.0570548 0.0277295 0.00402945 -0.0106911 -0.0105544 -0.0105544 0.0142163 0.0788001 0.0788001 0.423348 0.913289 1.19037 0.480215 0.0539032 0.0539032 6.21 0.0928602 0.0641904 0.0379121 0.0156717 -0.00012349 -0.00514481 -0.00514481 0.00801017 0.0512044 0.0512044 0.305321 0.598115 1.19204 0.793023 0.151519 0.151519 6.48 0.092311 0.068038 0.0453878 0.0255304 0.0101359 0.00229665 0.00229665 0.00745251 0.0345562 0.0345562 0.215211 0.416133 0.873881 1.09751 0.303249 0.303249 6.75 0.0876456 0.0679978 0.0493848 0.0326064 0.0187687 0.0099902 0.0099902 0.0101136 0.0256169 0.0256169 0.148635 0.29219 0.548803 1.08189 0.58531 0.58531 7.02 0.0784149 0.0634917 0.0491706 0.0359691 0.0245732 0.0163495 0.0163495 0.0138618 0.0215338 0.0215338 0.0998656 0.196373 0.357636 0.747637 0.85997 0.85997 7.29 0.0641359 0.0539102 0.0439895 0.0346832 0.0263779 0.0198788 0.0198788 0.0167493 0.0197499 0.0197499 0.065066 0.124782 0.226274 0.4098 0.819637 0.819637 7.56 0.0453904 0.0396136 0.0339686 0.0286207 0.023764 0.0198137 0.0198137 0.0175958 0.0185913 0.0185913 0.0416858 0.0736138 0.128247 0.215698 0.479262 0.479262 7.83 0.0267489 0.0242756 0.0218537 0.0195641 0.0174952 0.0158325 0.0158325 0.0149413 0.0154735 0.0154735 0.0258483 0.0400608 0.064442 0.102936 0.177659 0.177659 8 0.0128367 0.0119036 0.0109924 0.0101387 0.00938251 0.00880328 0.00880328 0.00855328 0.00890142 0.00890142 0.0134672 0.0194957 0.0297485 0.0451269 0.0629737 0.0629737 1m 0.001脱空 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）脱空2m ArcLength Y(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 -0.0957575 -0.306942 -0.34355 -0.327488 -0.293829 -0.253848 -0.215985 -0.183463 -0.156715 -0.135074 -0.117618 -0.10347 -0.0918668 -0.0821176 -0.0735371 0.27 0.296435 0.252454 -0.00468202 -0.0693111 -0.0963859 -0.102126 -0.0968096 -0.0865502 -0.0745445 -0.0623712 -0.0508019 -0.0401958 -0.0306665 -0.0221407 -0.0143665 0.54 0.31536 0.911666 0.475214 0.276507 0.161818 0.0907035 0.0497685 0.0287536 0.020358 0.0196856 0.0234861 0.0296155 0.036701 0.0439392 0.0509772 0.81 0.264425 1.13793 0.99044 0.564826 0.364193 0.231068 0.147251 0.0981768 0.0722776 0.0612606 0.0593987 0.0628054 0.0689084 0.0760957 0.0834868 1.08 0.254462 0.970774 1.43709 0.860043 0.547197 0.349038 0.220898 0.14282 0.0989336 0.0773738 0.0697936 0.070481 0.0756223 0.0827788 0.090536 1.35 0.225348 0.722217 1.49321 1.22722 0.705934 0.4406 0.267243 0.159539 0.0974497 0.0654015 0.0522737 0.050437 0.0547941 0.0620659 0.0703085 1.62 0.169125 0.544548 1.16378 1.52597 0.869438 0.510142 0.288634 0.150134 0.0691976 0.0264498 0.00780242 0.00356372 0.00727617 0.0147877 0.0236172 1.89 0.0885116 0.370724 0.767856 1.44395 1.11178 0.560767 0.288006 0.117143 0.0162738 -0.0377099 -0.0620457 -0.0686746 -0.0655311 -0.0576973 -0.0482134 2.16 -0.00733967 0.187674 0.463955 0.996526 1.30397 0.632606 0.280252 0.0727561 -0.0502552 -0.116885 -0.147672 -0.157057 -0.154645 -0.146567 -0.136487 2.43 -0.0812944 0.0416684 0.235322 0.559193 1.19107 0.852447 0.316113 0.0631826 -0.0879971 -0.171655 -0.211776 -0.225717 -0.225165 -0.217602 -0.207517 2.7 -0.114641 -0.0451329 0.0848975 0.309872 0.812074 1.1148 0.455855 0.120332 -0.0703725 -0.178639 -0.23342 -0.255483 -0.259171 -0.253808 -0.245076 2.97 -0.122233 -0.0917831 -0.00958862 0.154248 0.461592 1.09076 0.759409 0.233909 -0.00771824 -0.148741 -0.224249 -0.258658 -0.269504 -0.26847 -0.262837 3.24 -0.115566 -0.113558 -0.0680497 0.0466789 0.264589 0.766421 1.07391 0.42217 0.0943319 -0.089467 -0.192439 -0.24409 -0.265565 -0.271441 -0.271048 3.51 -0.100797 -0.119118 -0.101305 -0.0248623 0.13816 0.447187 1.08022 0.754156 0.234143 -0.00278706 -0.140691 -0.215309 -0.251599 -0.267538 -0.275015 3.78 -0.0814971 -0.113856 -0.11648 -0.0702194 0.0479476 0.269183 0.77462 1.08627 0.438526 0.113699 -0.0688501 -0.173076 -0.229212 -0.25906 -0.277623 4.05 -0.0598688 -0.101358 -0.118565 -0.095514 -0.0127291 0.154854 0.467451 1.10392 0.780717 0.262293 0.0248718 -0.116477 -0.198423 -0.246851 -0.280423 4.32 -0.037437 -0.0842456 -0.111371 -0.105685 -0.0511329 0.0724881 0.297327 0.805668 1.11926 0.471814 0.144782 -0.0435253 -0.158251 -0.230867 -0.284209 4.59 -0.0152894 -0.0644794 -0.097836 -0.104704 -0.0721123 0.0167456 0.187984 0.503076 1.14068 0.816573 0.294203 0.0485327 -0.106875 -0.210331 -0.289182 4.86 0.00576443 -0.0435611 -0.080264 -0.0957829 -0.0798237 -0.0187923 0.108534 0.335537 0.844301 1.15581 0.502618 0.164625 -0.0417535 -0.183802 -0.29502 5.13 0.0250906 -0.0226737 -0.060483 -0.0815279 -0.0777584 -0.0384401 0.0541659 0.227297 0.542159 1.17652 0.844777 0.308482 0.0402163 -0.149223 -0.300895 5.4 0.042161 -0.0027785 -0.0399713 -0.0640601 -0.0688388 -0.046015 0.0188083 0.147804 0.373976 0.878344 1.18022 0.509866 0.144195 -0.103925 -0.305459 5.67 0.056504 0.015312 -0.019952 -0.0451277 -0.0555029 -0.0448015 -0.00163655 0.0924667 0.264213 0.573527 1.19617 0.843741 0.274097 -0.0447229 -0.306802 5.94 0.0676682 0.0308797 -0.00146896 -0.0261986 -0.039796 -0.0376113 -0.0108629 0.0553423 0.182457 0.401946 0.892435 1.16985 0.459872 0.0336505 -0.302429 6.21 0.0751997 0.0432611 0.0145556 -0.00853694 -0.0234569 -0.0268459 -0.0121045 0.0323963 0.1242 0.28818 0.581421 1.17561 0.776752 0.135324 -0.289305 6.48 0.0786279 0.0518184 0.0272763 0.00673511 -0.00799747 -0.0145735 -0.00818243 0.0199428 0.0835381 0.201907 0.403184 0.861149 1.0849 0.2907 -0.262335 6.75 0.0774731 0.0559333 0.0359029 0.0185976 0.00524105 -0.00259751 -0.00154973 0.014721 0.0564578 0.138728 0.282552 0.539329 1.07251 0.57598 -0.217417 7.02 0.071282 0.0550257 0.0397014 0.0261171 0.0150519 0.00748906 0.00565465 0.0138709 0.0393068 0.0929072 0.189608 0.350989 0.741057 0.853426 -0.12488 7.29 0.0595779 0.0484951 0.037927 0.0283678 0.0202703 0.0141951 0.0114867 0.014839 0.0288191 0.0606122 0.120454 0.222023 0.405593 0.815454 0.0946995 7.56 0.0429199 0.0366762 0.0306785 0.0251905 0.0204449 0.0167247 0.0147362 0.0159238 0.0227724 0.0392683 0.071265 0.12594 0.213415 0.476991 0.314811 7.83 0.0256806 0.0230054 0.0204325 0.0180826 0.0160607 0.0144964 0.0137037 0.0143185 0.0174322 0.0248009 0.039043 0.0634418 0.101944 0.176673 0.309352 8 0.0124104 0.0113968 0.0104258 0.0095484 0.00881114 0.00827109 0.00806025 0.00844118 0.0098629 0.0130496 0.0190895 0.0293492 0.0447311 0.0625788 0.203681 0.001脱空2m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）脱空3m ArcLength Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 -0.0361459 -0.245715 -0.28379 -0.271226 -0.240992 -0.201268 -0.160861 -0.126041 -0.0983907 -0.0768575 -0.0600101 -0.0466374 -0.035821 -0.0268399 -0.0190322 0.27 0.387669 0.35405 0.103576 0.0416741 0.0139773 0.00612716 0.00892026 0.0159389 0.0241585 0.032596 0.0408817 0.0487941 0.0561643 0.062906 0.0690842 0.54 0.456515 1.07626 0.658464 0.471551 0.360224 0.284234 0.233383 0.201025 0.18193 0.172129 0.168645 0.169194 0.172042 0.17595 0.180132 0.81 0.463478 1.37398 1.25722 0.852261 0.658645 0.517773 0.416782 0.348362 0.304808 0.279146 0.265844 0.260633 0.260288 0.262475 0.265635 1.08 0.511181 1.27825 1.78762 1.24031 0.938244 0.729394 0.57664 0.471032 0.402408 0.3606 0.337371 0.32637 0.322831 0.323308 0.325451 1.35 0.539679 1.10128 1.92792 1.70094 1.19429 0.915218 0.709621 0.566037 0.472001 0.414019 0.380983 0.364357 0.357784 0.356684 0.357919 1.62 0.541067 0.995592 1.68351 2.09442 1.45659 1.08032 0.818597 0.635539 0.515206 0.440677 0.397756 0.375558 0.366049 0.363467 0.363878 1.89 0.516882 0.892853 1.37212 2.10719 1.79819 1.22679 0.905418 0.680957 0.532987 0.441209 0.388134 0.360318 0.34791 0.343908 0.343544 2.16 0.467137 0.768741 1.13926 1.74059 2.07641 1.38212 0.973332 0.703724 0.526363 0.416294 0.352581 0.318981 0.303655 0.298257 0.297146 2.43 0.392466 0.62386 0.914401 1.31073 1.97643 1.61832 1.02354 0.705013 0.496256 0.366526 0.291449 0.251766 0.233433 0.226628 0.22477 2.7 0.293295 0.456857 0.671801 0.962064 1.49875 1.79195 1.08293 0.687633 0.443814 0.292746 0.205305 0.159065 0.137542 0.129268 0.126628 2.97 0.171096 0.26906 0.412777 0.625195 0.960941 1.58976 1.22495 0.654302 0.371713 0.197307 0.0961053 0.042529 0.0174397 0.00751059 0.00396145 3.24 0.0368152 0.0734009 0.150675 0.291201 0.525749 1.03114 1.32428 0.648355 0.297644 0.0948466 -0.0229416 -0.0857684 -0.115633 -0.12802 -0.133112 3.51 -0.0662693 -0.0773426 -0.0526908 0.0298992 0.198235 0.511043 1.1429 0.811154 0.284896 0.0424501 -0.0999302 -0.178029 -0.217004 -0.235071 -0.244367 3.78 -0.116738 -0.157719 -0.167923 -0.126861 -0.00993774 0.215062 0.726457 1.04296 0.39874 0.0764208 -0.1044 -0.207465 -0.262825 -0.292134 -0.310279 4.05 -0.133479 -0.192075 -0.224513 -0.212628 -0.134499 0.0368758 0.359117 1.00588 0.691397 0.179788 -0.0525485 -0.19021 -0.269489 -0.315913 -0.347836 4.32 -0.131111 -0.199284 -0.24544 -0.25387 -0.205679 -0.0783283 0.157891 0.679202 1.00412 0.36569 0.0454762 -0.137826 -0.248891 -0.31873 -0.369768 4.59 -0.117635 -0.189874 -0.243742 -0.265873 -0.240358 -0.147934 0.0352502 0.36434 1.01434 0.70019 0.185395 -0.0546869 -0.205987 -0.306312 -0.382556 4.86 -0.0978303 -0.170259 -0.227489 -0.2583 -0.249529 -0.18518 -0.0460884 0.194927 0.716203 1.03782 0.392336 0.0600544 -0.142113 -0.280945 -0.389479 5.13 -0.0747656 -0.144617 -0.202023 -0.237668 -0.240817 -0.198483 -0.0947657 0.0917361 0.418603 1.0627 0.738405 0.207639 -0.0565408 -0.242853 -0.391914 5.4 -0.0506521 -0.115981 -0.171239 -0.208779 -0.219965 -0.19446 -0.119477 0.0218366 0.259113 0.77251 1.08132 0.416112 0.0542531 -0.190946 -0.390037 5.67 -0.0271494 -0.0866122 -0.138045 -0.175255 -0.191383 -0.178346 -0.126146 -0.0210241 0.160686 0.478121 1.10701 0.759228 0.193025 -0.123153 -0.383023 5.94 -0.0055648 -0.058273 -0.104696 -0.139896 -0.158511 -0.154339 -0.119766 -0.0439753 0.0918305 0.318415 0.814368 1.09585 0.388895 -0.0350087 -0.36915 6.21 0.0130215 -0.0323847 -0.0729861 -0.104926 -0.124096 -0.125838 -0.10451 -0.0519099 0.0472522 0.217247 0.515127 1.11278 0.716485 0.0770279 -0.345953 6.48 0.0276725 -0.0101453 -0.0444055 -0.0721736 -0.0903858 -0.0956382 -0.0838847 -0.0491447 0.0204699 0.143765 0.348843 0.809647 1.03551 0.242924 -0.30876 6.75 0.0375506 0.00739855 -0.0202322 -0.0431902 -0.0592748 -0.066094 -0.0608636 -0.0394199 0.00703012 0.0931603 0.239966 0.49897 1.0338 0.538545 -0.253794 7.02 0.0419076 0.0193161 -0.00159784 -0.0193414 -0.0324189 -0.0392425 -0.038007 -0.0259854 0.00292067 0.0593647 0.158262 0.321284 0.712572 0.825875 -0.151651 7.29 0.040009 0.0247027 0.0104083 -0.00192524 -0.0113685 -0.0169571 -0.0176218 -0.0117317 0.00456403 0.0382549 0.0995631 0.202227 0.38661 0.797094 0.0768578 7.56 0.0320015 0.0234009 0.0153252 0.00828991 0.00279271 -0.00065821 -0.00150833 0.00109485 0.0092356 0.0267909 0.0596059 0.114892 0.20282 0.466741 0.304849 7.83 0.0208876 0.0171826 0.0137059 0.0106845 0.00833773 0.00689114 0.00659256 0.00782232 0.0114981 0.0193282 0.0339266 0.0585912 0.0972901 0.172167 0.304968 8 0.0105397 0.00912359 0.00779999 0.00666082 0.00579698 0.00530306 0.00528518 0.00590618 0.0075473 0.0109139 0.0170929 0.0274557 0.0429135 0.0608182 0.201967 0.001脱空3m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）脱空4m ArcLength Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.0173074 -0.187414 -0.222626 -0.20932 -0.180516 -0.143998 -0.107108 -0.0738475 -0.0459309 -0.0242183 -0.00798393 0.00418573 0.0134679 0.0207259 0.0266736 0.27 0.467191 0.444347 0.202482 0.146472 0.121452 0.112908 0.112347 0.115064 0.118946 0.122883 0.126615 0.130219 0.133646 0.13675 0.13944 0.54 0.577555 1.21713 0.816626 0.643284 0.54065 0.467521 0.41337 0.37256 0.342314 0.32108 0.307164 0.29873 0.293979 0.291316 0.289496 0.81 0.633225 1.57334 1.48306 1.09955 0.920567 0.785773 0.681101 0.599815 0.538228 0.494115 0.464337 0.445253 0.433408 0.425835 0.420213 1.08 0.729485 1.536 2.08105 1.56314 1.28169 1.08218 0.925388 0.802478 0.70888 0.641558 0.595777 0.565989 0.547039 0.534561 0.525139 1.35 0.806486 1.41737 2.28889 2.09927 1.61923 1.35278 1.14277 0.977433 0.851477 0.760916 0.69925 0.658925 0.633029 0.615779 0.602671 1.62 0.85639 1.37009 2.1122 2.5685 1.96336 1.60305 1.33657 1.12725 0.967961 0.853708 0.776023 0.725176 0.692403 0.670462 0.653733 1.89 0.880606 1.32575 1.86864 2.65727 2.3872 1.83522 1.50879 1.25348 1.05937 0.920585 0.82651 0.765024 0.725371 0.698771 0.678459 2.16 0.879088 1.26 1.70377 2.36708 2.74829 2.07708 1.663 1.35783 1.12692 0.962349 0.851241 0.778844 0.732223 0.700945 0.677048 2.43 0.852547 1.17363 1.54735 2.01441 2.73232 2.40122 1.80104 1.44204 1.17197 0.979913 0.850805 0.767034 0.713248 0.677216 0.649687 2.7 0.801303 1.06522 1.37365 1.74383 2.34002 2.66463 1.95024 1.50931 1.19593 0.974268 0.825833 0.729992 0.668714 0.627772 0.596518 2.97 0.725567 0.934648 1.18236 1.48422 1.88722 2.5524 2.18272 1.56103 1.20017 0.946474 0.777018 0.668136 0.598878 0.552779 0.517634 3.24 0.625487 0.781586 0.971291 1.2092 1.51791 2.06482 2.35501 1.62415 1.1875 0.897648 0.705123 0.581924 0.503996 0.452371 0.413096 3.51 0.501045 0.605522 0.739492 0.917692 1.16024 1.51696 2.15149 1.77005 1.15868 0.828598 0.610766 0.471681 0.384168 0.326514 0.282773 3.78 0.352469 0.406282 0.486297 0.607188 0.787563 1.05259 1.57217 1.85494 1.14028 0.741902 0.494908 0.33808 0.239794 0.175408 0.126728 4.05 0.181451 0.185488 0.213121 0.278966 0.401257 0.602456 0.934824 1.56577 1.20604 0.640522 0.36045 0.183671 0.0729735 0.000778341 -0.0536172 4.32 0.0016546 -0.040889 -0.0620023 -0.0471513 0.0212455 0.163769 0.407755 0.926916 1.23497 0.571667 0.228515 0.0261331 -0.100419 -0.183063 -0.245307 4.59 -0.132967 -0.208991 -0.265767 -0.289312 -0.263268 -0.168453 0.0187477 0.353499 1.00683 0.692325 0.176247 -0.065138 -0.217644 -0.319069 -0.396315 4.86 -0.197006 -0.289645 -0.365354 -0.411285 -0.412866 -0.353192 -0.212273 0.0384532 0.57375 0.90852 0.274006 -0.049406 -0.244546 -0.377697 -0.481302 5.13 -0.215749 -0.313874 -0.397355 -0.454751 -0.473449 -0.439133 -0.334696 -0.136656 0.209247 0.872961 0.565638 0.0487956 -0.204227 -0.381442 -0.522575 5.4 -0.208706 -0.305487 -0.389784 -0.451629 -0.480322 -0.464099 -0.388988 -0.235724 0.0223422 0.557865 0.886093 0.236919 -0.112026 -0.346659 -0.536528 5.67 -0.186796 -0.277865 -0.358448 -0.420023 -0.453663 -0.449951 -0.397962 -0.281394 -0.0791221 0.260575 0.909172 0.577746 0.0247632 -0.280579 -0.530978 5.94 -0.156724 -0.239243 -0.313104 -0.371155 -0.406082 -0.410532 -0.376378 -0.290241 -0.135355 0.112151 0.626737 0.923778 0.229422 -0.184138 -0.509232 6.21 -0.122955 -0.195101 -0.260243 -0.312513 -0.34604 -0.355244 -0.33447 -0.27299 -0.157014 0.0316164 0.346185 0.957853 0.572939 -0.0571688 -0.471969 6.48 -0.0888329 -0.149515 -0.20468 -0.249646 -0.27983 -0.29113 -0.280019 -0.238057 -0.154358 -0.0152844 0.204003 0.676811 0.912454 0.127905 -0.416746 6.75 -0.0569884 -0.105671 -0.150161 -0.186866 -0.212342 -0.22369 -0.219158 -0.192204 -0.134617 -0.0358687 0.122369 0.391106 0.933896 0.445172 -0.341448 7.02 -0.0296082 -0.0662092 -0.09979 -0.127738 -0.147619 -0.157471 -0.156961 -0.141077 -0.104009 -0.0381958 0.069253 0.239624 0.636945 0.755203 -0.217993 7.29 -0.0086564 -0.0334954 -0.0563335 -0.0754323 -0.0892378 -0.0964974 -0.0978676 -0.0895909 -0.0679771 -0.0280741 0.0389605 0.146611 0.335107 0.748966 0.0316738 7.56 0.00441616 -0.00958018 -0.0224271 -0.0331421 -0.0408994 -0.0449563 -0.0464181 -0.0425997 -0.0316381 -0.0107085 0.0252632 0.0833515 0.173607 0.439437 0.279202 7.83 0.00858029 0.00248592 -0.0030675 -0.00764638 -0.0109118 -0.0123717 -0.0131729 -0.0113864 -0.00654462 0.00270318 0.0186471 0.0445337 0.0842556 0.159966 0.293486 8 0.00575088 0.00340861 0.00130776 -0.000367975 -0.00149125 -0.00187739 -0.0021409 -0.00136568 0.000641642 0.00449399 0.0111564 0.0219819 0.0378324 0.0560548 0.197473 0.001脱空4m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）脱空5m ArcLength Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.0576432 -0.14181 -0.172169 -0.15492 -0.123706 -0.0867879 -0.0516839 -0.0221405 0.0014423 0.0198521 0.0340396 0.0444691 0.051789 0.0567882 0.0602454 0.27 0.526058 0.512215 0.279054 0.230637 0.211177 0.205358 0.204276 0.203206 0.201114 0.198566 0.19658 0.19526 0.194125 0.192837 0.191168 0.54 0.666104 1.3205 0.934686 0.774576 0.682304 0.615375 0.562485 0.517581 0.47869 0.446072 0.420879 0.402704 0.389426 0.37908 0.369993 0.81 0.756926 1.71845 1.64951 1.28545 1.122 0.99697 0.895139 0.80898 0.735493 0.674615 0.627673 0.593746 0.569109 0.550237 0.534086 1.08 0.888308 1.72281 2.29587 1.80362 1.54288 1.35673 1.20436 1.0758 0.967055 0.877578 0.808733 0.758998 0.722988 0.69559 0.672379 1.35 1.0005 1.64593 2.55215 2.39439 1.94024 1.69071 1.4867 1.31491 1.17053 1.05242 0.96182 0.896464 0.849253 0.813471 0.783314 1.62 1.0857 1.64055 2.42404 2.91843 2.34437 2.00455 1.74562 1.52905 1.34805 1.20084 1.08833 1.00737 0.949019 0.904924 0.867881 1.89 1.1452 1.63809 2.22909 3.06206 2.82828 2.30038 1.98309 1.71972 1.50059 1.32342 1.18862 1.09191 1.02241 0.970025 0.926125 2.16 1.17887 1.61416 2.11276 2.8267 3.24944 2.60594 2.20264 1.88863 1.62941 1.421 1.26319 1.15044 1.06968 1.00898 0.95821 2.43 1.18735 1.56943 2.00475 2.52879 3.29353 2.99385 2.40613 2.03757 1.73592 1.4945 1.31267 1.18336 1.0911 1.02198 0.964286 2.7 1.17089 1.50247 1.8793 2.31287 2.96128 3.3211 2.62098 2.16986 1.82165 1.54501 1.33774 1.19109 1.08695 1.00921 0.94448 2.97 1.12966 1.4131 1.73609 2.10785 2.56861 3.27294 2.91947 2.28707 1.88816 1.57379 1.33921 1.17413 1.05754 0.970872 0.898904 3.24 1.06379 1.301 1.57298 1.88743 2.25957 2.84978 3.15833 2.41643 1.93856 1.58217 1.31802 1.13306 1.00319 0.907151 0.827648 3.51 0.973392 1.16584 1.38923 1.65082 1.96276 2.36722 3.02255 2.62995 1.97421 1.57151 1.27523 1.06855 0.924297 0.818239 0.730777 3.78 0.858584 1.00735 1.18411 1.39549 1.6515 1.96905 2.51226 2.78408 2.02205 1.54464 1.21196 0.98137 0.821286 0.704332 0.608316 4.05 0.7195 0.825319 0.956953 1.12044 1.32477 1.58356 1.9428 2.56354 2.1538 1.50266 1.1293 0.872361 0.694655 0.565644 0.460262 4.32 0.556117 0.619413 0.706991 0.824395 0.979483 1.18355 1.45736 1.96785 2.22529 1.47181 1.02952 0.742169 0.544753 0.402209 0.286397 4.59 0.368727 0.389737 0.43399 0.506706 0.614651 0.767975 0.984223 1.31225 1.92105 1.52363 0.913491 0.591766 0.372339 0.214436 0.0867761 4.86 0.159398 0.138527 0.140208 0.169495 0.232183 0.337152 0.499678 0.743456 1.244 1.51697 0.810303 0.426059 0.180448 0.00476929 -0.136786 5.13 -0.0552612 -0.11492 -0.152549 -0.163225 -0.142102 -0.0816447 0.0321978 0.219795 0.539109 1.16465 0.817058 0.268862 -0.00947998 -0.207782 -0.367721 5.4 -0.209922 -0.294638 -0.357869 -0.395377 -0.403708 -0.377145 -0.303558 -0.165564 0.0695718 0.582 0.895243 0.240418 -0.11155 -0.34809 -0.539582 5.67 -0.275284 -0.367509 -0.438823 -0.486462 -0.508908 -0.502766 -0.45839 -0.360905 -0.181524 0.140903 0.786766 0.463466 -0.080354 -0.377011 -0.619513 5.94 -0.28373 -0.372161 -0.440255 -0.487179 -0.513545 -0.518416 -0.494758 -0.43066 -0.300712 -0.0702064 0.445836 0.756973 0.0771997 -0.322894 -0.635767 6.21 -0.260216 -0.338251 -0.396561 -0.436453 -0.460578 -0.4703 -0.461053 -0.423895 -0.335925 -0.16706 0.148792 0.77618 0.407429 -0.207764 -0.609015 6.48 -0.219055 -0.282882 -0.327755 -0.357191 -0.375541 -0.386032 -0.386256 -0.369997 -0.317508 -0.202411 0.0156396 0.503265 0.754357 -0.0158441 -0.547441 6.75 -0.169406 -0.217113 -0.247055 -0.264918 -0.276107 -0.284854 -0.290458 -0.289016 -0.264959 -0.194559 -0.041139 0.240045 0.796178 0.319992 -0.455202 7.02 -0.1178 -0.149038 -0.164609 -0.172324 -0.177463 -0.183491 -0.190703 -0.196911 -0.193285 -0.158881 -0.0598929 0.119784 0.527527 0.655758 -0.308334 7.29 -0.0696428 -0.085736 -0.090286 -0.0922475 -0.0948619 -0.098686 -0.104056 -0.109765 -0.116244 -0.10719 -0.0511892 0.0623913 0.258025 0.678906 -0.0319629 7.56 -0.0300356 -0.0347253 -0.0346873 -0.0350021 -0.0360513 -0.0378662 -0.0406186 -0.0437092 -0.04865 -0.0511002 -0.0263474 0.0346301 0.128837 0.398722 0.242217 7.83 -0.006457 -0.0063691 -0.00574603 -0.00555541 -0.0056536 -0.00608136 -0.00689043 -0.00784118 -0.00967129 -0.01141 -0.0045015 0.0224532 0.0638581 0.14139 0.276593 8 0.00023359 0.000846157 0.00133645 0.0016333 0.00180862 0.00185046 0.00174851 0.00161487 0.00105151 0.000664206 0.00251089 0.0134738 0.0298857 0.0488035 0.190869 0.001脱空5m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）脱空6m ArcLength Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.123929 -0.0658729 -0.0876443 -0.0634061 -0.0268961 0.0134413 0.0498009 0.0780963 0.0973441 0.108453 0.114076 0.11559 0.115721 0.115022 0.112853 0.27 0.621361 0.622084 0.402117 0.364783 0.354154 0.354721 0.35716 0.356213 0.349874 0.338308 0.323962 0.308344 0.294492 0.282994 0.271807 0.54 0.808082 1.48488 1.11956 0.976983 0.899084 0.843129 0.797192 0.754383 0.711143 0.666563 0.62291 0.581963 0.547371 0.519806 0.495114 0.81 0.954606 1.94769 1.90773 1.56864 1.42584 1.31687 1.22563 1.1434 1.06491 0.988154 0.915482 0.849067 0.793498 0.749585 0.710948 1.08 1.14174 2.01697 2.62752 2.16767 1.93389 1.76888 1.63074 1.50795 1.39353 1.28425 1.1824 1.09045 1.01388 0.953611 0.901031 1.35 1.30998 2.00536 2.95759 2.83968 2.41879 2.19548 2.00931 1.84509 1.69433 1.55245 1.42152 1.30418 1.20679 1.13032 1.06391 1.62 1.45159 2.06566 2.90373 3.44546 2.91099 2.60249 2.36504 2.15781 1.96968 1.79466 1.63443 1.49167 1.3735 1.28089 1.20068 1.89 1.56769 2.12912 2.78333 3.67116 3.4833 2.99183 2.69965 2.4474 2.22037 2.01132 1.82135 1.653 1.514 1.40527 1.31129 2.16 1.65808 2.17124 2.74169 3.51804 3.99306 3.39114 3.01655 2.71546 2.44755 2.20314 1.98273 1.78843 1.62848 1.50359 1.39583 2.43 1.72324 2.19257 2.7084 3.30241 4.12581 3.87285 3.3175 2.96367 2.65256 2.37101 2.1191 1.89829 1.71714 1.57599 1.45438 2.7 1.76332 2.1915 2.65752 3.16867 3.88216 4.29384 3.62982 3.19525 2.83682 2.516 2.23111 1.98295 1.78021 1.6226 1.48702 2.97 1.77836 2.16778 2.58865 3.04558 3.57787 4.3393 4.02565 3.41172 3.00189 2.63927 2.31954 2.04289 1.81792 1.64354 1.49381 3.24 1.76837 2.12092 2.4995 2.90676 3.35695 4.00954 4.3617 3.64026 3.15086 2.74222 2.38538 2.07869 1.83062 1.63902 1.4748 3.51 1.73336 2.05054 2.38925 2.75133 3.14787 3.62012 4.32299 3.95294 3.2852 2.82633 2.42978 2.09109 1.81875 1.60924 1.43009 3.78 1.67339 1.95627 2.25713 2.57676 2.92404 3.31488 3.90974 4.20639 3.43203 2.89465 2.45409 2.08101 1.78282 1.55448 1.35976 4.05 1.58853 1.83789 2.10247 2.38203 2.68445 3.0222 3.4374 4.08553 3.66334 2.94857 2.45968 2.04955 1.72355 1.47508 1.26389 4.32 1.4789 1.69523 1.92474 2.16623 2.42642 2.71541 3.04979 3.59053 3.8357 3.01513 2.44953 1.99792 1.64171 1.37149 1.1426 4.59 1.34463 1.52827 1.72358 1.92858 2.14889 2.39338 2.67518 3.03679 3.63393 3.16622 2.42489 1.92738 1.53826 1.24422 0.995988 4.86 1.18586 1.33699 1.49873 1.66844 1.85081 2.05338 2.28677 2.56795 3.05807 3.25822 2.4126 1.84062 1.4142 1.09383 0.82414 5.13 1.00275 1.12147 1.25005 1.38536 1.53131 1.69422 1.88338 2.11219 2.42332 2.97576 2.48431 1.73865 1.2705 0.920977 0.627147 5.4 0.795213 0.881531 0.977208 1.07869 1.18936 1.31442 1.46175 1.64217 1.87276 2.31822 2.49567 1.64755 1.10922 0.726 0.404797 5.67 0.563635 0.617557 0.680505 0.748588 0.824769 0.913384 1.02097 1.15695 1.33478 1.60093 2.13131 1.63885 0.931175 0.509648 0.157262 5.94 0.310797 0.33271 0.363388 0.398663 0.441202 0.494639 0.564314 0.658136 0.786902 0.971778 1.39516 1.57229 0.766137 0.277165 -0.112714 6.21 0.0592427 0.0527471 0.0545523 0.0603267 0.0724225 0.093831 0.128801 0.183687 0.267693 0.398513 0.640783 1.16829 0.7177 0.0575422 -0.380368 6.48 -0.103184 -0.123105 -0.135792 -0.145865 -0.151615 -0.150947 -0.140891 -0.116869 -0.0718281 0.00869533 0.163078 0.57072 0.772168 -0.00833578 -0.544566 6.75 -0.143473 -0.160055 -0.171251 -0.181745 -0.190746 -0.197249 -0.199677 -0.195307 -0.179471 -0.140905 -0.0483302 0.158946 0.678805 0.208631 -0.556165 7.02 -0.114249 -0.121136 -0.1256 -0.1308 -0.136665 -0.143027 -0.14936 -0.15438 -0.1554 -0.146093 -0.105743 0.000872619 0.375498 0.514523 -0.435058 7.29 -0.0611996 -0.0617602 -0.0636405 -0.0662905 -0.069775 -0.0741122 -0.0791088 -0.0840903 -0.0874638 -0.0889206 -0.0813982 -0.0364611 0.126329 0.556753 -0.1414 7.56 -0.0188419 -0.0182557 -0.0189063 -0.0199985 -0.0215742 -0.0236515 -0.0261339 -0.02866 -0.0303522 -0.0316423 -0.0307024 -0.0208868 0.0437238 0.319335 0.17096 7.83 0.00056249 0.00107148 0.00107906 0.000925572 0.000600264 0.000105173 -0.000507445 -0.00107167 -0.00120029 -0.00105424 -0.000390844 0.00246821 0.0220915 0.102214 0.241294 8 0.00377886 0.00416916 0.00433775 0.00445858 0.00453428 0.0045758 0.00461861 0.00475059 0.00515943 0.00574973 0.00640812 0.00841682 0.0138227 0.033296 0.176754 0.001脱空6m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底弯拉应力（MPa）Sheet7 0 1.21 1.08 1.22 2.16 1.53 3.24 2.1 4.32 2.75 5.13 3.32 6.21 4.36 8 6.13Sheet7 0 0 0 0 0 0 0 0脱空区长度（m）最大弯拉应力（MPa）图表3 0.000696591 0.000959989 0.00109773 0.00115694 0.0011709 0.00117077 0.0625946 0.167858 0.242945 0.301397 0.355979 0.410031 0.185103 0.499624 0.724399 0.899608 1.06333 1.22549 0.244583 0.662674 0.961963 1.19548 1.41377 1.62998 0.35831 0.980132 1.42741 1.77735 2.10475 2.42906 0.411896 1.13332 1.65389 2.06191 2.44386 2.82222 0.511215 1.42602 2.09144 2.61527 3.10629 3.59275 0.556477 1.56451 2.30129 2.88283 3.42837 3.96888 0.63732 1.82356 2.70058 3.39707 4.0516 4.70021 0.672603 1.94324 2.88896 3.64266 4.35168 5.05433 0.732466 2.16106 3.24098 4.10847 4.92641 5.73715 0.756941 2.25839 3.40361 4.32767 5.20004 6.06483 0.795001 2.42827 3.70014 4.7366 5.71778 6.69065 0.807353 2.49903 3.83205 4.92431 5.95987 6.98678 0.819939 2.61266 4.06324 5.26623 6.41049 7.54548 0.822467 2.65779 4.16457 5.42247 6.62104 7.81007 0.82208 2.72734 4.34079 5.70754 7.01467 8.31177 0.819949 2.75314 4.41674 5.8374 7.19878 8.54992 0.813064 2.78997 4.54669 6.07409 7.54388 9.00309 0.80871 2.80238 4.6018 6.18201 7.70596 9.2192 0.798838 2.81804 4.69501 6.37963 8.01181 9.63312 0.793512 2.82239 4.73439 6.47058 8.15682 9.83217 0.782378 2.82627 4.802 6.63981 8.43406 10.2175 0.776653 2.82662 4.83187 6.71953 8.56772 10.4052 0.765033 2.82564 4.88735 6.87283 8.82862 10.7741 0.759226 2.82491 4.91446 6.94837 8.95776 10.9573 0.859139 2.92476 5.01443 7.04859 9.05834 11.0583 0.795897 2.81791 4.83665 6.83733 8.83675 10.8367 0.772298 2.78746 4.79979 6.80315 8.80361 10.8035 0.736011 2.74716 4.75564 6.75805 8.75817 10.7581 0.685585 2.69488 4.70225 6.70463 8.70476 10.70460cm2cm4cm6cm8cm10cm水平距离（m）竖向沉降（cm）沉降曲线 ArcLength 0cm 2cm 4cm 6cm 8cm 10cm 12cm 14cm 16cm 18cm 20cm ArcLength 0cm 2cm 4cm 6cm 8cm 10cm 0 0.000696591 0.000959989 0.00109773 0.00115694 0.0011709 0.00117077 0.00117073 0.00117069 0.00117065 0.00117062 0.00117059 0 0.188784 0.201154 0.222987 0.235358 0.237595 0.237029 0.27 0.0625946 0.167858 0.242945 0.301397 0.355979 0.410031 0.464084 0.518139 0.572193 0.626249 0.680305 0.27 0.399701 0.557036 0.624256 0.646794 0.650545 0.650175 0.81 0.185103 0.499624 0.724399 0.899608 1.06333 1.22549 1.38765 1.54981 1.71197 1.87414 2.03631 0.81 0.785327 1.26194 1.4097 1.43899 1.44102 1.44097 1.08 0.244583 0.662674 0.961963 1.19548 1.41377 1.62998 1.84619 2.06241 2.27863 2.49485 2.71107 1.08 1.04407 1.72003 1.92668 1.96645 1.96911 1.96916 1.62 0.35831 0.980132 1.42741 1.77735 2.10475 2.42906 2.75338 3.0777 3.40203 3.72636 4.05069 1.62 1.43943 2.45366 2.76232 2.82137 2.82547 2.82564 1.89 0.411896 1.13332 1.65389 2.06191 2.44386 2.82222 3.20059 3.57897 3.95735 4.33573 4.71412 1.89 1.6326 2.8403 3.20702 3.27693 3.28182 3.28205 2.43 0.511215 1.42602 2.09144 2.61527 3.10629 3.59275 4.07922 4.5657 5.05218 5.53867 6.02516 2.43 1.91155 3.45267 3.91932 4.00792 4.01417 4.01449 2.7 0.556477 1.56451 2.30129 2.88283 3.42837 3.96888 4.5094 5.04993 5.59046 6.131 6.67154 2.7 2.04177 3.77751 4.30178 4.4011 4.40813 4.40851 3.24 0.63732 1.82356 2.70058 3.39707 4.0516 4.70021 5.34883 5.99745 6.64608 7.29472 7.94336 3.24 2.21551 4.2958 4.92018 5.03801 5.04637 5.04682 3.51 0.672603 1.94324 2.88896 3.64266 4.35168 5.05433 5.75699 6.45966 7.16234 7.86503 8.56772 3.51 2.28095 4.57207 5.25447 5.38287 5.392 5.39248 4.05 0.732466 2.16106 3.24098 4.10847 4.92641 5.73715 6.54791 7.35867 8.16944 8.98022 9.791 4.05 2.33201 5.02441 5.80855 5.95519 5.96567 5.96621 4.32 0.756941 2.25839 3.40361 4.32767 5.20004 6.06483 6.92963 7.79443 8.65925 9.52407 10.3889 4.32 2.42518 5.33796 6.18171 6.33868 6.34992 6.3505 4.86 0.795001 2.42827 3.70014 4.7366 5.71778 6.69065 7.66353 8.63642 9.60932 10.5822 11.5551 4.86 2.61933 5.85185 6.80182 6.97635 6.98884 6.98941 5.13 0.807353 2.49903 3.83205 4.92431 5.95987 6.98678 8.0137 9.04063 10.0676 11.0945 12.1215 5.13 2.44051 5.77701 6.79154 6.97605 6.98939 6.99005 5.67 0.819939 2.61266 4.06324 5.26623 6.41049 7.54548 8.68048 9.81549 10.9505 12.0855 13.2206 5.67 1.63905 5.0007 6.13551 6.33664 6.35127 6.35193 0.001 5.94 0.822467 2.65779 4.16457 5.42247 6.62104 7.81007 8.99911 10.1882 11.3772 12.5663 13.7553 5.94 1.2486 4.52605 5.74205 5.95237 5.96779 5.96848 6.48 0.82208 2.72734 4.34079 5.70754 7.01467 8.31177 9.60889 10.906 12.2031 13.5003 14.7974 6.48 0.812025 3.76075 5.15354 5.37904 5.39585 5.39659 6.75 0.819949 2.75314 4.41674 5.8374 7.19878 8.54992 9.90107 11.2522 12.6034 13.9546 15.3057 6.75 0.622367 3.30358 4.80001 5.03413 5.05179 5.05255 7.29 0.813064 2.78997 4.54669 6.07409 7.54388 9.00309 10.4623 11.9215 13.3808 14.84 16.2993 7.29 0.381958 2.51267 4.14804 4.39753 4.41683 4.41764 7.56 0.80871 2.80238 4.6018 6.18201 7.70596 9.2192 10.7325 12.2457 13.759 15.2723 16.7856 7.56 0.282255 2.09594 3.74555 4.00617 4.02671 4.02756 8.1 0.798838 2.81804 4.69501 6.37963 8.01181 9.63312 11.2544 12.8758 14.4971 16.1185 17.7398 8.1 0.165494 1.45259 2.99026 3.27797 3.30135 3.30224 8.37 0.793512 2.82239 4.73439 6.47058 8.15682 9.83217 11.5075 13.1829 14.8583 16.5336 18.209 8.37 0.119482 1.13093 2.51088 2.82677 2.85321 2.85416 8.91 0.782378 2.82627 4.802 6.63981 8.43406 10.2175 12.0009 13.7843 15.5677 17.3512 19.1346 8.91 0.0672742 0.656585 1.5864 1.97787 2.01375 2.01476 9.18 0.776653 2.82662 4.83187 6.71953 8.56772 10.4052 12.2426 14.0801 15.9175 17.755 19.5924 9.18 0.0456693 0.430682 1.07741 1.44917 1.49435 1.49544 9.72 0.765033 2.82564 4.88735 6.87283 8.82862 10.7741 12.7196 14.6651 16.6106 18.5562 20.5017 9.72 0.0262372 0.148057 0.356588 0.539275 0.612919 0.614374 9.99 0.759226 2.82491 4.91446 6.94837 8.95776 10.9573 12.9568 14.9563 16.9559 18.9554 20.955 9.99 0.00882289 0.0623285 0.148822 0.258415 0.317405 0.319312 9.99 0.859139 2.92476 5.01443 7.04859 9.05834 11.0583 13.0583 15.0582 17.0582 19.0582 21.0582 11 0.795897 2.81791 4.83665 6.83733 8.83675 10.8367 12.8366 14.8365 16.8364 18.8363 20.8362 12 0.772298 2.78746 4.79979 6.80315 8.80361 10.8035 12.8034 14.8033 16.8033 18.8032 20.8031 13 0.736011 2.74716 4.75564 6.75805 8.75817 10.7581 12.758 14.7578 16.7577 18.7576 20.7575 14 0.685585 2.69488 4.70225 6.70463 8.70476 10.7046 12.7045 14.7043 16.7042 18.704 20.7039 简支板 6.987 -7.03沉降曲线 0cm2cm4cm6cm8cm10cm水平距离（m）板底纵向应力（MPa）弹性支承 0cm2cm4cm6cm8cm10cm水平距离（m）竖向沉降（cm）沉降10cm ArcLength Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.212073 0.181366 0.219178 0.203819 0.181653 0.163863 0.150537 0.140662 0.13348 0.128298 0.124475 0.121401 0.27 0.37976 0.476289 0.310603 0.225915 0.165166 0.126733 0.10339 0.0893865 0.0812225 0.0765956 0.0739749 0.072326 0.81 0.142854 1.02828 0.452614 0.19825 0.0556052 -0.0168255 -0.0488423 -0.05941 -0.0592883 -0.0544792 -0.0481454 -0.0417603 1.08 0.0655579 1.09078 0.701165 0.263007 0.0573821 -0.0465218 -0.0915304 -0.105161 -0.103376 -0.095036 -0.0847296 -0.0745141 1.62 0.0163202 0.642873 1.2108 0.451645 0.113397 -0.0585076 -0.133969 -0.15716 -0.154598 -0.141083 -0.12426 -0.107535 1.89 -0.00564991 0.417859 1.20304 0.67634 0.177999 -0.0446584 -0.145376 -0.178668 -0.178153 -0.162942 -0.143012 -0.122892 2.43 -0.029423 0.21098 0.674562 1.15898 0.368559 0.0276496 -0.134402 -0.19572 -0.20466 -0.189687 -0.166076 -0.141096 2.7 -0.0368829 0.126077 0.420527 1.14504 0.599107 0.103591 -0.107158 -0.193496 -0.213227 -0.201405 -0.177382 -0.150678 3.24 -0.040049 0.024738 0.184303 0.615251 1.09446 0.312432 -0.0153436 -0.163984 -0.213758 -0.213862 -0.192819 -0.165485 3.51 -0.0382163 -0.0136738 0.0897855 0.363629 1.08869 0.553105 0.0707723 -0.127461 -0.203603 -0.216095 -0.200045 -0.174494 4.05 -0.0297942 -0.0519557 -0.0185282 0.135169 0.572988 1.06403 0.294291 -0.0229957 -0.16404 -0.209624 -0.209187 -0.191301 4.32 -0.0232318 -0.0629302 -0.0576987 0.0459567 0.329051 1.06622 0.542195 0.0691232 -0.123055 -0.196907 -0.211336 -0.201814 4.86 -0.0097234 -0.0665519 -0.0931229 -0.052487 0.112724 0.562318 1.06335 0.300679 -0.0133094 -0.155667 -0.208223 -0.22154 5.13 -0.0015533 -0.0632973 -0.101304 -0.0861932 0.0296404 0.324105 1.07036 0.552165 0.0807698 -0.115023 -0.199306 -0.232688 5.67 0.0126863 -0.0506542 -0.0988122 -0.112797 -0.0596979 0.115937 0.573067 1.07787 0.313959 -0.00811821 -0.168029 -0.250648 5.94 0.0202729 -0.0416157 -0.0920402 -0.116601 -0.0891221 0.0365819 0.337772 1.08666 0.565488 0.0830824 -0.135168 -0.257403 6.48 0.031853 -0.0242669 -0.0736766 -0.107841 -0.109919 -0.0478535 0.133279 0.591198 1.08982 0.309148 -0.0454578 -0.25993 6.75 0.0369344 -0.0149036 -0.0620411 -0.0984493 -0.111404 -0.075378 0.0552496 0.35624 1.09703 0.555341 0.033607 -0.25071 7.29 0.0424298 -0.000720228 -0.0416409 -0.077348 -0.100405 -0.0944465 -0.0282 0.151156 0.597445 1.06832 0.234677 -0.209603 7.56 0.0428948 0.00498348 -0.0316853 -0.0653671 -0.0908731 -0.0959265 -0.0559718 0.0720985 0.359419 1.06796 0.46453 -0.162576 8.1 0.0383799 0.0098027 -0.0186422 -0.0465805 -0.0715685 -0.0866676 -0.0768942 -0.014286 0.14795 0.553838 0.946336 -0.0235037 8.37 0.0320377 0.00870049 -0.0148803 -0.0388231 -0.0617823 -0.07912 -0.0801815 -0.0441758 0.0651638 0.30776 0.928453 0.170004 8.91 0.0142943 -0.000280726 -0.0153968 -0.0315609 -0.0486288 -0.0648088 -0.0751609 -0.0691658 -0.0270018 0.0845049 0.387728 0.592414 9.18 0.00327506 -0.00667487 -0.0171584 -0.0287193 -0.0415673 -0.0549727 -0.0663294 -0.0695585 -0.0523627 0.00698282 0.144666 0.56723 9.72 -0.010924 -0.0138806 -0.017115 -0.0208928 -0.0254812 -0.0309884 -0.0371423 -0.042855 -0.0453807 -0.0392428 -0.0156666 0.108814 9.99 -0.0105371 -0.0120615 -0.0137886 -0.0159114 -0.01867 -0.0222865 -0.026875 -0.032237 -0.0374049 -0.0398998 -0.0350661 -0.0113339 0.001 压应力 1.254沉降10cm 水平距离（m）板底纵向应力（MPa）脱空1.08 ArcLength Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.169999 0.189567 0.258054 0.26183 0.250149 0.23575 0.220937 0.206095 0.19127 0.176452 0.161627 0.146812 0.132111 0.27 0.662014 0.879589 0.790956 0.749926 0.707035 0.666691 0.628327 0.59103 0.554251 0.517701 0.481222 0.44476 0.408387 0.81 1.19145 2.34039 1.92987 1.75359 1.6262 1.52633 1.44116 1.36324 1.28879 1.21597 1.14395 1.07232 1.00093 1.08 1.51076 2.89074 2.73843 2.41493 2.23278 2.09093 1.97097 1.86198 1.75827 1.65707 1.55705 1.45763 1.35851 1.62 2.04316 3.15337 4.08771 3.5211 3.23171 3.01103 2.82712 2.66226 2.50668 2.35552 2.20645 2.05837 1.91075 1.89 2.31048 3.27159 4.48512 4.20306 3.7775 3.50706 3.28357 3.08514 2.89918 2.71919 2.54202 2.36617 2.19093 2.43 2.70684 3.54553 4.51806 5.34459 4.6869 4.31492 4.01584 3.75555 3.51526 3.28468 3.0587 2.83487 2.61195 2.7 2.90198 3.6833 4.51773 5.63196 5.26319 4.75731 4.40972 4.11058 3.8372 3.57663 3.32214 3.07048 2.82002 3.24 3.18117 3.87552 4.60418 5.48655 6.2311 5.49556 5.04769 4.67366 4.33883 4.02421 3.71931 3.41895 3.12047 3.51 3.309 3.9597 4.63783 5.38583 6.42 5.97437 5.39314 4.97089 4.5974 4.2498 3.91497 3.58609 3.25968 4.05 3.47324 4.05628 4.65678 5.30345 6.10799 6.77669 5.96631 5.44401 4.99572 4.58667 4.19768 3.81816 3.44256 4.32 3.53462 4.08213 4.64284 5.2408 5.91184 6.8706 6.35033 5.69477 5.19827 4.75053 4.32847 3.91881 3.51428 4.86 3.5835 4.07388 4.57179 5.09432 5.66508 6.39467 6.9889 6.10423 5.50767 4.98498 4.50119 4.0368 3.58057 5.13 3.57829 4.03749 4.50189 4.98552 5.50799 6.10429 6.98863 6.39408 5.66421 5.09321 4.57048 4.07257 3.58529 5.67 3.51127 3.91858 4.32826 4.75017 5.1977 5.6939 6.34915 6.86906 5.90999 5.23862 4.64037 4.07956 3.53534 5.94 3.43922 3.8175 4.197 4.58583 4.99465 5.44265 5.96461 6.77461 6.10554 5.30063 4.65358 4.05288 3.47326 6.48 3.2558 3.58471 3.9135 4.24813 4.59546 4.9686 5.39047 5.97125 6.41638 5.38169 4.63308 3.95448 3.30741 6.75 3.11659 3.41749 3.71773 4.0224 4.33672 4.67116 5.04478 5.49218 6.22715 5.48199 4.59885 3.86944 3.17868 7.29 2.81617 3.06884 3.32028 3.57442 3.83459 4.10748 4.40611 4.75312 5.2583 5.62619 4.51084 3.67503 2.89723 7.56 2.60931 2.83436 3.05794 3.28356 3.5137 3.7535 4.01326 4.31176 4.68307 5.33982 4.51202 3.53764 2.70149 8.1 2.19058 2.36767 2.54303 2.71964 2.89899 3.08428 3.28203 3.5048 3.77447 4.19909 4.47963 3.26331 2.30213 8.37 1.915 2.06442 2.21199 2.36048 2.51101 2.66592 2.83012 3.01342 3.23356 3.52241 4.08809 3.15141 2.03457 8.91 1.37417 1.47479 1.57345 1.67265 1.77302 1.87592 1.98417 2.10363 2.24537 2.42808 2.75288 2.9057 1.49736 9.18 1.02612 1.09897 1.16981 1.24102 1.313 1.38669 1.46402 1.54899 1.64946 1.77907 1.96099 2.38419 1.18411 0.001 9.72 0.407975 0.439745 0.468867 0.498055 0.527468 0.55745 0.588677 0.622529 0.661735 0.711047 0.777238 0.940289 0.640569 9.99 0.218711 0.235427 0.248503 0.261637 0.274916 0.288543 0.30293 0.318909 0.338141 0.363639 0.40003 0.457897 0.384664 Comp33ofStress(x1000) ArcLength ArcLength ArcLength ArcLength ArcLength Comp33ofStress(x1000) 7.031脱空1.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa）脱空1.89m ArcLength Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.199597 0.170944 0.205571 0.188378 0.166146 0.148366 0.13517 0.125578 0.118694 0.11377 0.110152 0.107242 0.27 0.382635 0.488758 0.318341 0.229805 0.167402 0.127428 0.102875 0.0882264 0.0797534 0.0750009 0.0723479 0.0707077 0.81 0.13863 1.05435 0.478118 0.217256 0.0681261 -0.0109982 -0.0487371 -0.063554 -0.0664435 -0.063712 -0.0588192 -0.0535016 1.08 0.0317016 1.08922 0.704028 0.261407 0.049208 -0.0624641 -0.114637 -0.13399 -0.136518 -0.131318 -0.123303 -0.114858 1.62 -0.0620867 0.586074 1.16383 0.406146 0.0647393 -0.113129 -0.195119 -0.224159 -0.226388 -0.216611 -0.202679 -0.18829 1.89 -0.0882084 0.352314 1.14763 0.623761 0.123447 -0.104132 -0.210595 -0.24922 -0.253179 -0.241521 -0.224377 -0.206533 2.43 -0.0979848 0.153581 0.625303 1.11266 0.321315 -0.0229249 -0.189098 -0.254369 -0.266693 -0.25445 -0.233008 -0.209814 2.7 -0.0951897 0.0761867 0.377469 1.10471 0.558236 0.0601625 -0.153855 -0.24338 -0.26587 -0.256293 -0.234062 -0.208843 3.24 -0.0801228 -0.0107519 0.153398 0.586443 1.06556 0.282085 -0.0476677 -0.198298 -0.249828 -0.25138 -0.231506 -0.205149 3.51 -0.0688988 -0.0415015 0.065415 0.340991 1.06613 0.529609 0.0459088 -0.153739 -0.231152 -0.244703 -0.229516 -0.20469 4.05 -0.0466545 -0.0682034 -0.0329536 0.121878 0.559964 1.05074 0.280462 -0.0374439 -0.179075 -0.225169 -0.225159 -0.207638 4.32 -0.0336806 -0.0737098 -0.0674027 0.0370935 0.32052 1.05771 0.533504 0.0601672 -0.132294 -0.206408 -0.221067 -0.211748 4.86 -0.0116357 -0.0698996 -0.0963741 -0.0553149 0.110278 0.560229 1.06154 0.29904 -0.0148441 -0.157147 -0.20968 -0.222987 5.13 0.000159617 -0.0634299 -0.101748 -0.0864025 0.029821 0.32477 1.07147 0.553635 0.0825011 -0.113107 -0.19726 -0.230546 5.67 0.0186774 -0.0468828 -0.0958231 -0.109814 -0.0563415 0.119901 0.577662 1.08301 0.319535 -0.00221408 -0.161879 -0.244301 5.94 0.0278155 -0.0363734 -0.0877454 -0.11241 -0.0845769 0.0417636 0.34364 1.09314 0.572452 0.0904229 -0.127541 -0.249546 6.48 0.0407102 -0.0176543 -0.0681398 -0.102514 -0.104284 -0.0415898 0.140245 0.598799 1.09795 0.317681 -0.0366105 -0.250829 6.75 0.0459678 -0.0080098 -0.056232 -0.0928838 -0.10556 -0.0689312 0.0623792 0.363993 1.10529 0.564015 0.0425944 -0.241469 7.29 0.0509139 0.00590815 -0.0360182 -0.0719842 -0.0948166 -0.0883337 -0.0214813 0.158433 0.605189 1.07643 0.243078 -0.200969 7.56 0.0507326 0.0111628 -0.0264304 -0.060363 -0.0856757 -0.0902594 -0.0497577 0.0788194 0.366566 1.07544 0.472276 -0.154616 8.1 0.0446314 0.0147806 -0.0143987 -0.0425487 -0.067396 -0.0821343 -0.071936 -0.0089314 0.153638 0.559791 0.952497 -0.0171742 8.37 0.0372346 0.0128538 -0.0113374 -0.0354606 -0.0583077 -0.0753497 -0.0760612 -0.039728 0.069888 0.312704 0.933566 0.175259 8.91 0.0175085 0.00228939 -0.0132069 -0.0294865 -0.0464876 -0.0624858 -0.0726215 -0.0664236 -0.0240882 0.0875553 0.390884 0.595658 9.18 0.00540649 -0.00497413 -0.0157122 -0.0273508 -0.040155 -0.0534391 -0.0646509 -0.0677443 -0.0504337 0.00900327 0.146758 0.569381 9.72 -0.0103855 -0.0134601 -0.0167617 -0.0205596 -0.025136 -0.0306106 -0.0367256 -0.042402 -0.0448974 -0.0387355 -0.0151407 0.109354 9.99 -0.0103133 -0.011893 -0.0136498 -0.0157811 -0.0185343 -0.0221356 -0.0267066 -0.0320523 -0.0372066 -0.0396909 -0.0348493 -0.0111111 0.001 1.212脱空1.89m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa）3.24m ArcLength Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.188249 0.16623 0.201443 0.181294 0.156407 0.137124 0.123215 0.113321 0.106309 0.101318 0.0976496 0.0947019 0.0919716 0.27 0.413711 0.536339 0.36863 0.273211 0.20408 0.159593 0.132418 0.116406 0.107311 0.102335 0.099657 0.0980859 0.0968634 0.81 0.278491 1.234 0.664151 0.386527 0.220788 0.130136 0.0855621 0.0672485 0.0629327 0.0653879 0.0705741 0.0764337 0.0821507 1.08 0.210005 1.32014 0.945125 0.480927 0.246836 0.11965 0.0580176 0.0336083 0.0288215 0.0333588 0.0415343 0.0505152 0.059237 1.62 0.0909068 0.792647 1.38887 0.610949 0.246366 0.0510845 -0.0422828 -0.0780312 -0.083823 -0.0756785 -0.0622996 -0.0479243 -0.0340626 1.89 0.0104998 0.488492 1.29932 0.762288 0.245231 0.00472147 -0.110402 -0.154287 -0.161159 -0.150935 -0.13438 -0.116692 -0.0996949 2.43 -0.090685 0.166975 0.642336 1.12821 0.333966 -0.0127471 -0.180697 -0.247131 -0.260166 -0.248327 -0.2271 -0.204024 -0.181832 2.7 -0.113 0.0559327 0.357574 1.08637 0.54085 0.0432591 -0.170586 -0.260121 -0.282707 -0.273257 -0.251153 -0.226053 -0.201702 3.24 -0.111082 -0.0487473 0.113947 0.550062 1.03227 0.250965 -0.0775 -0.22748 -0.27876 -0.280289 -0.260502 -0.234278 -0.208075 3.51 -0.101923 -0.0825113 0.022492 0.301415 1.03011 0.496121 0.0139654 -0.184874 -0.26195 -0.275435 -0.260318 -0.235623 -0.210121 4.05 -0.0774149 -0.106797 -0.0736369 0.0843808 0.525976 1.0193 0.250607 -0.0664493 -0.207708 -0.253705 -0.253741 -0.236333 -0.215826 4.32 -0.061948 -0.109338 -0.105081 0.00237239 0.289106 1.02872 0.506026 0.0335079 -0.158585 -0.232596 -0.247291 -0.23807 -0.223691 4.86 -0.0344045 -0.0988033 -0.12709 -0.0836119 0.0847456 0.536742 1.03934 0.277554 -0.0360009 -0.178202 -0.230752 -0.244134 -0.247211 5.13 -0.0194556 -0.0884449 -0.12841 -0.110957 0.00770133 0.304463 1.05232 0.535118 0.0642853 -0.131225 -0.215388 -0.248733 -0.26751 5.67 0.00425596 -0.065455 -0.115731 -0.128137 -0.0727925 0.104857 0.563522 1.06939 0.306153 -0.0155074 -0.175169 -0.257631 -0.315372 5.94 0.0160304 -0.0516661 -0.104204 -0.127548 -0.0981339 0.0294021 0.332052 1.08199 0.561524 0.0795772 -0.138379 -0.260412 -0.349971 6.48 0.0328313 -0.0280701 -0.0794497 -0.112897 -0.113528 -0.0499636 0.132443 0.591331 1.09065 0.310454 -0.0438232 -0.258055 -0.422078 6.75 0.0399349 -0.0161123 -0.0650912 -0.101001 -0.112753 -0.0754114 0.0563713 0.358265 1.09971 0.558499 0.0370946 -0.246977 -0.46847 7.29 0.0474012 0.000985297 -0.0414922 -0.0769749 -0.0991848 -0.0922151 -0.0250341 0.155081 0.601948 1.07324 0.239907 -0.204139 -0.555149 7.56 0.0483234 0.00764662 -0.0303977 -0.0639625 -0.0887909 -0.0929921 -0.0522292 0.07651 0.364349 1.07327 0.470125 -0.156764 -0.603071 8.1 0.0435768 0.0130235 -0.0164629 -0.0443942 -0.0689419 -0.0834397 -0.0730731 -0.00996042 0.152674 0.558862 0.951588 -0.0180793 -0.67611 8.37 0.0367018 0.0117972 -0.0126325 -0.0365995 -0.0592274 -0.0760915 -0.0766764 -0.0402602 0.069407 0.312254 0.93313 0.174831 -0.701144 8.91 0.0174831 0.0019663 -0.013672 -0.0298695 -0.046752 -0.0626524 -0.0727172 -0.0664708 -0.0241038 0.0875592 0.390899 0.595678 -0.698413 9.18 0.0055067 -0.00507131 -0.0159052 -0.0274915 -0.0402192 -0.0534402 -0.0646057 -0.0676665 -0.0503339 0.00911751 0.146882 0.569509 -0.583118 9.72 -0.0103058 -0.0134467 -0.0167794 -0.0205605 -0.0251128 -0.0305677 -0.0366683 -0.0423345 -0.0448229 -0.0386567 -0.0150594 0.109436 -0.221831 9.99 -0.0102495 -0.0118683 -0.0136428 -0.0157641 -0.0185038 -0.0220943 -0.0266572 -0.0319973 -0.0371478 -0.0396297 -0.0347869 -0.0110485 -0.118409 0.001 1.4413.24m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa）4.05m ArcLength Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.178222 0.169265 0.21351 0.194911 0.164951 0.139641 0.121265 0.108322 0.0992199 0.0927582 0.0880271 0.08429 0.27 0.458573 0.609965 0.462246 0.370276 0.289911 0.231515 0.193334 0.169578 0.155315 0.146979 0.142115 0.139053 0.81 0.460934 1.47732 0.948673 0.676547 0.486583 0.366173 0.297476 0.26209 0.24663 0.242215 0.243269 0.246514 1.08 0.471949 1.66816 1.35151 0.895062 0.626712 0.457445 0.361623 0.312983 0.292378 0.287168 0.289492 0.294775 1.62 0.486388 1.32244 2.0105 1.24485 0.826757 0.565938 0.419288 0.34571 0.315141 0.307942 0.31204 0.320506 1.89 0.45801 1.09217 2.01157 1.49184 0.912883 0.595342 0.417324 0.328614 0.292246 0.284088 0.289436 0.299922 2.43 0.34672 0.764382 1.35735 1.8772 1.02226 0.591673 0.353813 0.236839 0.190074 0.180547 0.188484 0.202846 2.7 0.250344 0.553926 0.957198 1.72275 1.12989 0.559054 0.283114 0.148256 0.0951692 0.0851343 0.0950041 0.112002 3.24 0.035237 0.151404 0.356745 0.813947 1.28344 0.470515 0.113676 -0.057516 -0.123313 -0.134249 -0.120448 -0.0982376 3.51 -0.0576924 -0.0226644 0.0959247 0.384649 1.11266 0.568316 0.075912 -0.130856 -0.213465 -0.230585 -0.217808 -0.194696 4.05 -0.128249 -0.176433 -0.156192 0.000271081 0.450264 0.952773 0.191141 -0.121004 -0.259075 -0.303098 -0.301934 -0.283757 4.32 -0.138993 -0.214206 -0.229801 -0.126876 0.170628 0.924519 0.413477 -0.0507166 -0.237304 -0.30786 -0.320425 -0.30982 4.86 -0.125401 -0.221789 -0.273198 -0.235866 -0.055811 0.412876 0.929429 0.177695 -0.129172 -0.267161 -0.317116 -0.328811 5.13 -0.111172 -0.212054 -0.275153 -0.264095 -0.133956 0.179532 0.941454 0.43442 -0.029644 -0.220891 -0.302426 -0.334066 5.67 -0.079842 -0.178371 -0.249624 -0.268052 -0.202501 -0.00966136 0.461856 0.977037 0.220021 -0.0977264 -0.254979 -0.335876 5.94 -0.0615871 -0.155711 -0.227516 -0.25648 -0.217769 -0.0762683 0.238225 0.996777 0.482035 0.00369777 -0.212035 -0.332627 6.48 -0.0313027 -0.113887 -0.181109 -0.219277 -0.212351 -0.137297 0.0548845 0.520885 1.02495 0.247744 -0.104693 -0.317733 6.75 -0.0162852 -0.0913114 -0.154177 -0.194271 -0.199436 -0.152023 -0.011657 0.296486 1.04211 0.503523 -0.0162652 -0.299289 7.29 0.00464608 -0.0562619 -0.109367 -0.148108 -0.165326 -0.150654 -0.076897 0.108013 0.558085 1.03141 0.199311 -0.24393 7.56 0.0127588 -0.0400558 -0.0870156 -0.123342 -0.144006 -0.14175 -0.0954698 0.0372947 0.327827 1.03845 0.436351 -0.189861 8.1 0.019338 -0.0196959 -0.0554309 -0.0853356 -0.106995 -0.116979 -0.102754 -0.0368248 0.127697 0.535082 0.928545 -0.0406436 8.37 0.0181972 -0.0133432 -0.0426742 -0.0682088 -0.0885859 -0.101918 -0.0994833 -0.0608621 0.0502854 0.294071 0.915535 0.157608 8.91 0.00750011 -0.0118998 -0.0304226 -0.0475683 -0.063146 -0.0769831 -0.0852881 -0.0777567 -0.0345245 0.0776912 0.381376 0.586378 9.18 -0.000552895 -0.0136819 -0.0264204 -0.0386455 -0.050521 -0.0623877 -0.0724012 -0.0746209 -0.0567202 0.0030964 0.14109 0.563867 9.72 -0.0115822 -0.0154483 -0.0193287 -0.0233035 -0.0276186 -0.0326923 -0.0384715 -0.0439038 -0.0462335 -0.0399641 -0.0163018 0.108235 9.99 -0.0106376 -0.0126165 -0.0146663 -0.0168901 -0.0195145 -0.0229176 -0.027324 -0.0325508 -0.0376238 -0.0400545 -0.0351791 -0.01142 2.074 0.0014.05m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa）5.13 ArcLength Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.175495 0.172165 0.221485 0.206757 0.178018 0.149921 0.127692 0.111777 0.100598 0.0926986 0.086968 0.0825249 0.27 0.481955 0.646248 0.509698 0.425461 0.346782 0.282051 0.23535 0.204696 0.185479 0.17375 0.166586 0.161901 0.81 0.548621 1.59092 1.0839 0.825326 0.636549 0.503275 0.41807 0.369001 0.34362 0.332487 0.329086 0.329203 1.08 0.597082 1.82948 1.543 1.10538 0.838597 0.651376 0.532535 0.464774 0.430287 0.415681 0.411776 0.412685 1.62 0.674508 1.56549 2.29937 1.56243 1.14686 0.858821 0.67722 0.574591 0.522921 0.501427 0.496044 0.497847 1.89 0.68245 1.383 2.35788 1.87302 1.29727 0.946842 0.726545 0.602692 0.540797 0.515338 0.5092 0.511614 2.43 0.634716 1.14054 1.80743 2.37414 1.52398 1.04975 0.755634 0.591925 0.511215 0.478657 0.471277 0.474863 2.7 0.574567 0.980166 1.46926 2.28976 1.70331 1.08193 0.740627 0.551503 0.458992 0.422173 0.414198 0.418631 3.24 0.411122 0.652611 0.964285 1.49153 1.97265 1.09768 0.659249 0.420365 0.30531 0.260784 0.252098 0.258438 3.51 0.28453 0.43576 0.653499 1.00887 1.75126 1.15111 0.581574 0.310456 0.180853 0.131575 0.122752 0.130591 4.05 0.0186097 0.0199719 0.0829891 0.269444 0.729197 1.21263 0.416385 0.074208 -0.0861301 -0.145548 -0.154805 -0.144031 4.32 -0.0944588 -0.155049 -0.157813 -0.0453639 0.256581 1.00693 0.485035 0.0107516 -0.183489 -0.259399 -0.275618 -0.267622 4.86 -0.179398 -0.29381 -0.360442 -0.332934 -0.154005 0.324253 0.852414 0.109997 -0.19018 -0.323644 -0.370587 -0.380164 5.13 -0.191932 -0.319375 -0.404997 -0.408733 -0.281052 0.0454526 0.82478 0.33212 -0.121508 -0.305647 -0.382431 -0.41072 5.67 -0.174189 -0.303189 -0.400276 -0.435704 -0.37316 -0.165805 0.325717 0.857631 0.112815 -0.196609 -0.348292 -0.425261 5.94 -0.156184 -0.280647 -0.378166 -0.424049 -0.38837 -0.232522 0.101899 0.877168 0.374633 -0.0953744 -0.305534 -0.422193 6.48 -0.117086 -0.226953 -0.317288 -0.370655 -0.366481 -0.278619 -0.0685155 0.412567 0.927659 0.157976 -0.189425 -0.398913 6.75 -0.0947186 -0.194622 -0.278557 -0.332506 -0.340194 -0.281135 -0.124424 0.197489 0.953186 0.421471 -0.0937193 -0.373499 7.29 -0.0585118 -0.13945 -0.209519 -0.259425 -0.278702 -0.25469 -0.16777 0.0282419 0.48644 0.965306 0.136927 -0.303695 7.56 -0.0413322 -0.111358 -0.172899 -0.218832 -0.241288 -0.231022 -0.173426 -0.0311122 0.266411 0.981817 0.382904 -0.241056 8.1 -0.0191212 -0.0705839 -0.11686 -0.153737 -0.176741 -0.180964 -0.158557 -0.0857235 0.0838536 0.494694 0.890467 -0.0770887 8.37 -0.0118297 -0.0532394 -0.0909514 -0.122052 -0.143535 -0.1523 -0.143361 -0.0992512 0.0159152 0.26245 0.885751 0.129123 8.91 -0.00919343 -0.0344248 -0.0579187 -0.0784092 -0.0947118 -0.105867 -0.110315 -0.0995339 -0.0539234 0.0599211 0.364699 0.570469 9.18 -0.0108462 -0.0277985 -0.0438096 -0.058263 -0.0706572 -0.0807738 -0.0882476 -0.0883319 -0.0688689 -0.00798058 0.130734 0.554018 9.72 -0.0137542 -0.0186594 -0.0234395 -0.0280521 -0.032549 -0.0371558 -0.0422378 -0.0470876 -0.0489924 -0.0424309 -0.018572 0.106101 9.99 -0.0112888 -0.0137546 -0.0162324 -0.0187742 -0.0215075 -0.0246965 -0.0287717 -0.0337238 -0.038597 -0.04089 -0.0359211 -0.0120977 2.424 0.0015.13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa）6.48 ArcLength Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) Comp33ofStress(x100) ArcLength Comp33ofStress(x100) 0 0.173828 0.175925 0.230483 0.220492 0.195377 0.168388 0.143111 0.122351 0.107281 0.0966976 0.0891643 0.0837018 0.27 0.51115 0.688484 0.563905 0.489544 0.417246 0.353101 0.299073 0.257949 0.230033 0.212018 0.200466 0.193682 0.81 0.653725 1.72192 1.23785 0.996598 0.816812 0.681145 0.580965 0.512709 0.471181 0.448121 0.436225 0.433426 1.08 0.746622 2.01509 1.76049 1.34686 1.09237 0.901618 0.761928 0.667579 0.610674 0.579471 0.563727 0.560614 1.62 0.89859 1.8438 2.6256 1.92474 1.52771 1.23444 1.02155 0.878985 0.793618 0.747149 0.723939 0.719664 1.89 0.949082 1.7146 2.74687 2.30529 1.7519 1.39531 1.13754 0.965838 0.863568 0.808179 0.780677 0.775806 2.43 0.974391 1.56454 2.30604 2.92921 2.10852 1.62667 1.28393 1.058 0.924802 0.853345 0.818211 0.812323 2.7 0.9567 1.45863 2.03306 2.91833 2.36598 1.73629 1.33944 1.07909 0.926529 0.845222 0.805512 0.799086 3.24 0.8684 1.22911 1.64668 2.25494 2.77948 1.89523 1.38801 1.06058 0.870904 0.771153 0.723107 0.715866 3.51 0.784949 1.06995 1.40681 1.85387 2.6463 2.03701 1.39023 1.0192 0.805448 0.693909 0.640728 0.633142 4.05 0.582076 0.741804 0.946647 1.24397 1.76719 2.24486 1.3573 0.89468 0.632821 0.498258 0.43544 0.427565 4.32 0.431067 0.520257 0.652175 0.871146 1.23638 1.98684 1.38187 0.791243 0.497967 0.348446 0.279609 0.271941 4.86 0.110307 0.0778779 0.0858253 0.174217 0.393044 0.880853 1.37485 0.564746 0.203447 0.0236423 -0.0568609 -0.0634257 5.13 -0.0667326 -0.159188 -0.21255 -0.188965 -0.0415052 0.293938 1.06476 0.541705 0.0581793 -0.149148 -0.242966 -0.252059 5.67 -0.267396 -0.422436 -0.542622 -0.595567 -0.541987 -0.331321 0.177645 0.728801 -0.00111619 -0.299843 -0.444056 -0.472918 5.94 -0.309068 -0.475801 -0.611112 -0.686376 -0.667217 -0.509484 -0.150829 0.656683 0.181026 -0.269164 -0.465221 -0.519887 6.48 -0.296671 -0.455645 -0.589949 -0.677669 -0.693171 -0.604113 -0.367216 0.151448 0.698626 -0.0471951 -0.377506 -0.502662 6.75 -0.27301 -0.421521 -0.548996 -0.636987 -0.664232 -0.604205 -0.421306 -0.0621784 0.725464 0.217554 -0.280553 -0.462151 7.29 -0.214811 -0.338367 -0.446622 -0.526387 -0.56283 -0.538121 -0.428522 -0.199916 0.286373 0.786221 -0.0270527 -0.343105 7.56 -0.18012 -0.288108 -0.383675 -0.456215 -0.493963 -0.483137 -0.405447 -0.234121 0.0884315 0.822547 0.237139 -0.245907 8.1 -0.122127 -0.202178 -0.274102 -0.331038 -0.365552 -0.369428 -0.332019 -0.237395 -0.0490195 0.375882 0.781876 -0.0150771 0.001 8.37 -0.0938273 -0.158356 -0.216832 -0.264179 -0.294976 -0.303515 -0.282507 -0.220807 -0.0904773 0.167402 0.798996 0.228562 8.91 -0.055614 -0.0947167 -0.13071 -0.161006 -0.182929 -0.194052 -0.191356 -0.170077 -0.115456 0.00513076 0.314907 0.726826 9.18 -0.0395909 -0.0656597 -0.0899143 -0.110856 -0.126979 -0.137147 -0.139978 -0.133185 -0.10784 -0.0425519 0.0994641 0.720861 9.72 -0.0195617 -0.0268682 -0.0338421 -0.0402158 -0.0457552 -0.0504664 -0.0543764 -0.0574247 -0.0578051 -0.0501045 -0.0253691 0.24125 9.99 -0.012809 -0.0163496 -0.0198245 -0.023183 -0.0264092 -0.0296915 -0.033272 -0.0374298 -0.0416439 -0.0434446 -0.0380772 0.0775949 2.98 0.0016.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa）8.1 ArcLength Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.173412 0.180557 0.240396 0.235471 0.215107 0.1918 0.168021 0.144928 0.124119 0.108027 0.0968274 0.0886238 0.0822905 0.27 0.548173 0.738873 0.627757 0.565629 0.50332 0.445196 0.391349 0.342624 0.301353 0.270815 0.250167 0.236719 0.226253 0.81 0.782761 1.87832 1.42133 1.20361 1.04066 0.911898 0.806309 0.719779 0.652803 0.606767 0.577443 0.562183 0.549715 1.08 0.929894 2.2365 2.01958 1.63862 1.40734 1.22587 1.07832 0.958395 0.866229 0.80322 0.763243 0.742805 0.726072 1.62 1.17296 2.17521 3.01328 2.36122 1.99883 1.71941 1.49475 1.31403 1.1761 1.08219 1.02275 0.992534 0.967818 1.89 1.2753 2.10871 3.20796 2.82444 2.31227 1.9722 1.7005 1.48342 1.31864 1.20683 1.13619 1.10041 1.07115 2.43 1.38917 2.06619 2.89332 3.59078 2.82293 2.36244 2.00214 1.71832 1.50522 1.36161 1.27131 1.22578 1.1886 2.7 1.42228 2.02225 2.6933 3.66245 3.16985 2.5645 2.14813 1.82258 1.57986 1.41712 1.31512 1.26388 1.22207 3.24 1.42174 1.90048 2.43431 3.14364 3.74044 2.88618 2.35625 1.95071 1.6525 1.45468 1.33161 1.27021 1.22019 3.51 1.38903 1.80418 2.26915 2.82773 3.70015 3.12452 2.45338 1.99658 1.66314 1.44341 1.30748 1.24001 1.18513 4.05 1.27538 1.58768 1.94257 2.37084 2.98867 3.50731 2.59301 2.03065 1.62842 1.36683 1.20686 1.12831 1.06466 4.32 1.17722 1.43325 1.72911 2.09146 2.56092 3.35757 2.72498 2.02597 1.57907 1.2904 1.11514 1.02979 0.960807 4.86 0.94945 1.11108 1.30948 1.56526 1.9074 2.45287 2.91944 1.985 1.44427 1.10167 0.896589 0.798393 0.719571 5.13 0.7848 0.892705 1.03649 1.23428 1.51149 1.91003 2.65711 2.00876 1.33845 0.960429 0.735764 0.629383 0.544426 5.67 0.43894 0.453085 0.502698 0.602916 0.773676 1.04619 1.54564 2.00394 1.1113 0.657227 0.393112 0.270872 0.174321 0.001 5.94 0.207307 0.166563 0.161416 0.206027 0.318018 0.525571 0.879488 1.62206 1.023 0.450572 0.16022 0.0275705 -0.0766598 6.48 -0.232842 -0.367714 -0.466558 -0.516015 -0.501845 -0.400469 -0.17094 0.328318 0.845241 0.0679056 -0.284249 -0.440713 -0.562791 6.75 -0.400688 -0.566643 -0.696902 -0.779707 -0.803647 -0.748534 -0.577691 -0.224848 0.566849 0.0673541 -0.419453 -0.611309 -0.762763 7.29 -0.482592 -0.6511 -0.78546 -0.879715 -0.929457 -0.92275 -0.832948 -0.608285 -0.0991897 0.43706 -0.339868 -0.653185 -0.904131 7.56 -0.464422 -0.619005 -0.740556 -0.827166 -0.878603 -0.887595 -0.833166 -0.669675 -0.325307 0.447626 -0.0983359 -0.579478 -0.914958 8.1 -0.363638 -0.478023 -0.561641 -0.62001 -0.659704 -0.680512 -0.670961 -0.596146 -0.399922 0.053595 0.492298 -0.312918 -0.848533 8.37 -0.295345 -0.384662 -0.445158 -0.486142 -0.516685 -0.539189 -0.546853 -0.511085 -0.382104 -0.103889 0.554169 -0.0315633 -0.781001 8.91 -0.171924 -0.217848 -0.240266 -0.253541 -0.267384 -0.285894 -0.308493 -0.319584 -0.28112 -0.156384 0.166805 0.55141 -0.614651 9.18 -0.110568 -0.136181 -0.144187 -0.148282 -0.15566 -0.1697 -0.19156 -0.21349 -0.207381 -0.144555 0.00450823 0.596317 -0.438074 9.72 -0.0308041 -0.0332612 -0.0327049 -0.0341908 -0.0368121 -0.0410351 -0.0475513 -0.0592735 -0.0724773 -0.0704175 -0.0455317 0.199017 -0.0535238 9.99 -0.0130559 -0.0116953 -0.0104908 -0.0115889 -0.0132465 -0.0154952 -0.0188094 -0.0265547 -0.040457 -0.0481341 -0.0439333 0.0559025 -0.000562072 3.787 0.0018.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa） ArcLength Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) Comp33ofStress(x1000) 0 0.173763 0.184381 0.248187 0.248082 0.232591 0.213915 0.194387 0.174388 0.154308 0.135562 0.118115 0.103042 0.0919502 0.27 0.606321 0.810149 0.711501 0.661758 0.610593 0.561726 0.514662 0.468637 0.423738 0.381798 0.343586 0.311552 0.287282 0.81 0.983365 2.1105 1.68188 1.48906 1.3463 1.23196 1.13348 1.04401 0.96073 0.883942 0.81604 0.76172 0.720464 1.08 1.21468 2.56568 2.38845 2.0421 1.83879 1.67711 1.539 1.41446 1.29907 1.19285 1.09911 1.02427 0.967326 1.62 1.59942 2.66817 3.5655 2.96505 2.64432 2.39433 2.18368 1.99593 1.82327 1.66486 1.52535 1.41406 1.32924 1.89 1.78249 2.69502 3.8647 3.5425 3.07981 2.77468 2.51955 2.29406 2.08796 1.89947 1.73377 1.60171 1.50104 2.43 2.03449 2.8124 3.7293 4.5048 3.80001 3.38402 3.04483 2.7503 2.48453 2.24328 2.03203 1.86401 1.73595 2.7 2.14677 2.86023 3.63225 4.68919 4.26751 3.71225 3.31965 2.98211 2.68019 2.40765 2.16976 1.98088 1.83696 3.24 2.28277 2.89699 3.55139 4.3656 5.04712 4.25282 3.75143 3.33171 2.96296 2.63412 2.34909 2.12364 1.95205 3.51 2.32832 2.89178 3.48881 4.1623 5.1276 4.61775 3.97802 3.50587 3.0953 2.73216 2.41907 2.17217 1.98446 4.05 2.34994 2.8333 3.34065 3.90171 4.62707 5.22194 4.34432 3.76467 3.27375 2.84681 2.48289 2.19782 1.98162 4.32 2.3294 2.76998 3.23049 3.73632 4.32216 5.20144 4.6088 3.89151 3.3491 2.88204 2.48702 2.17917 1.94614 4.86 2.23628 2.60685 2.99205 3.41087 3.88563 4.52567 5.0384 4.08417 3.43583 2.89124 2.43798 2.08867 1.82544 5.13 2.14953 2.48127 2.82556 3.19856 3.61857 4.11929 4.91663 4.24785 3.46265 2.86816 2.37808 2.00328 1.72176 5.67 1.94107 2.20713 2.48326 2.78196 3.11526 3.50489 4.06308 4.5002 3.47926 2.7814 2.21971 1.79691 1.48163 5.94 1.78755 2.01615 2.25392 2.5118 2.79912 3.13371 3.55238 4.27423 3.53924 2.70591 2.09787 1.64459 1.30811 6.48 1.46211 1.62565 1.79739 1.98647 2.1985 2.4453 2.75201 3.2344 3.60588 2.53891 1.83409 1.32118 0.943909 6.75 1.24007 1.36557 1.49896 1.64863 1.81867 2.01833 2.26902 2.6113 3.2675 2.4875 1.65128 1.09984 0.696013 7.29 0.791611 0.849121 0.91431 0.994612 1.0924 1.21347 1.37345 1.60178 2.0178 2.34554 1.28363 0.651291 0.194466 7.56 0.50056 0.517766 0.542589 0.581884 0.637517 0.713958 0.824307 0.994673 1.2694 1.88154 1.11076 0.357347 -0.135302 8.1 -0.0332664 -0.0841444 -0.12789 -0.158794 -0.175276 -0.174333 -0.146552 -0.0709841 0.0856134 0.451978 0.790215 -0.174747 -0.752608 8.37 -0.200297 -0.266019 -0.326073 -0.375591 -0.413812 -0.439069 -0.444322 -0.412291 -0.315034 -0.102382 0.498228 -0.204758 -0.949831 8.91 -0.177567 -0.222427 -0.264819 -0.302084 -0.336016 -0.367966 -0.395244 -0.410509 -0.398716 -0.331288 -0.0459551 0.234995 -0.903467 9.18 -0.115217 -0.146129 -0.175553 -0.20142 -0.22591 -0.25082 -0.274763 -0.296867 -0.308623 -0.290293 -0.172862 0.319341 -0.690782 9.72 -0.0235553 -0.0339355 -0.0437603 -0.0520747 -0.0599645 -0.0682807 -0.0766169 -0.0838014 -0.0879526 -0.0848113 -0.075085 0.0966468 -0.149158 9.99 -0.00537979 -0.0115366 -0.0173335 -0.0220785 -0.0265795 -0.0314455 -0.0364592 -0.0404518 -0.0424182 -0.0407691 -0.0462177 0.000957465 -0.0536097 5.267 0.001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0水平距离（m）板底纵向应力（MPa） 小结搭板对地基沉降的适应性分析表明，地基沉降的增大将引起搭板纵坡变化率的增大，从而产生桥头跳车现象。因此，地基沉降是影响搭板纵坡变化率的主要因素。搭板对地基沉降的适应性表现为：长度6m的搭板适用于处理地基沉降在3cm以内的桥头路段；8m长度的搭板适用于处理地基沉降在4cm以内的桥头路段，而10m搭板适用于处理地基沉降在5cm以内的桥头路段。2.换填材料的适应性分析 计算模式路堤填高6m，计算长度30m，桥头路堤换填区域的布置为：路基底部长度4m，沿路堤高度按1：1换填路堤填料种类的影响 结果分析路堤压缩变形与填料模量的关系曲线（Δ＝0）地基均匀沉降路基顶面竖向位移曲线（Δ＝10cm）图表1 -1.12807 -0.465696 -0.289141 -0.212822 -0.132941 -0.0577463 -1.13807 -0.502815 -0.3332 -0.259673 -0.179313 -0.105903 -1.14807 -0.537122 -0.373877 -0.303228 -0.222898 -0.151651 -1.17807 -0.572197 -0.414044 -0.345975 -0.265662 -0.196537 -1.17807 -0.61047 -0.456821 -0.391036 -0.310508 -0.243212 -1.17807 -0.652916 -0.504172 -0.440599 -0.359705 -0.293916 -1.17807 -0.699765 -0.557008 -0.495809 -0.414618 -0.350101 -1.19555 -0.75076 -0.615393 -0.556894 -0.475738 -0.412389 -1.20794 -0.805315 -0.678828 -0.623459 -0.542935 -0.480796 -1.21671 -0.862653 -0.746523 -0.694791 -0.615767 -0.555049 -1.22309 -0.921751 -0.81743 -0.76992 -0.693566 -0.634712 -1.22805 -0.981586 -0.890467 -0.847841 -0.775613 -0.71932 -1.23238 -1.04161 -0.964946 -0.927883 -0.861517 -0.808711 -1.23667 -1.10091 -1.03981 -1.00906 -0.950768 -0.902916 -1.24143 -1.15271 -1.1088 -1.0858 -1.03875 -0.998769 -1.24708 -1.20698 -1.17908 -1.16349 -1.12908 -1.09778 -1.25406 -1.26073 -1.25289 -1.24721 -1.23111 -1.21576 -1.26282 -1.27273 -1.27036 -1.26799 -1.26067 -1.25258 -1.27388 -1.28367 -1.28383 -1.2831 -1.28078 -1.2768 -1.28786 -1.29666 -1.29811 -1.29829 -1.29886 -1.29738 -1.30547 -1.31305 -1.3151 -1.31573 -1.31788 -1.31787 -1.32753 -1.3338 -1.33606 -1.33689 -1.33973 -1.34055 -1.3549 -1.35984 -1.36212 -1.363 -1.36594 -1.36717 -1.38838 -1.392 -1.39424 -1.39508 -1.39773 -1.39912 -1.4285 -1.43079 -1.43302 -1.43381 -1.43591 -1.4373 -1.47518 -1.47611 -1.47842 -1.47916 -1.48053 -1.48187 -1.52722 -1.52676 -1.52925 -1.52998 -1.53049 -1.53177 -1.58179 -1.57988 -1.58266 -1.58344 -1.58302 -1.58427 -1.63399 -1.63059 -1.63374 -1.63463 -1.63325 -1.6345 -1.67726 -1.67233 -1.6759 -1.67696 -1.67462 -1.67594 -1.70743 -1.70095 -1.70497 -1.70622 -1.70295 -1.70437普通土80MPa120MPa150MPa200MPa300MPa水平距离(m)竖向位移(cm)顶面位移 ArcLength(x10) 普通土 80MPa 120Mpa 150MPa 200MPa 300MPa 0 -1.12807 -0.465696 -0.289141 -0.212822 -0.132941 -0.0577463 100 0.6667 -1.13807 -0.502815 -0.3332 -0.259673 -0.179313 -0.105903 1.3333 -1.14807 -0.537122 -0.373877 -0.303228 -0.222898 -0.151651 2 -1.17807 -0.572197 -0.414044 -0.345975 -0.265662 -0.196537 2.6667 -1.17807 -0.61047 -0.456821 -0.391036 -0.310508 -0.243212 3.3333 -1.17807 -0.652916 -0.504172 -0.440599 -0.359705 -0.293916 4 -1.17807 -0.699765 -0.557008 -0.495809 -0.414618 -0.350101 4.6667 -1.19555 -0.75076 -0.615393 -0.556894 -0.475738 -0.412389 5.3333 -1.20794 -0.805315 -0.678828 -0.623459 -0.542935 -0.480796 6 -1.21671 -0.862653 -0.746523 -0.694791 -0.615767 -0.555049 6.6667 -1.22309 -0.921751 -0.81743 -0.76992 -0.693566 -0.634712 7.3333 -1.22805 -0.981586 -0.890467 -0.847841 -0.775613 -0.71932 8 -1.23238 -1.04161 -0.964946 -0.927883 -0.861517 -0.808711 8.6667 -1.23667 -1.10091 -1.03981 -1.00906 -0.950768 -0.902916 9.3333 -1.24143 -1.15271 -1.1088 -1.0858 -1.03875 -0.998769 10 -1.24708 -1.20698 -1.17908 -1.16349 -1.12908 -1.09778 10.6667 -1.25406 -1.26073 -1.25289 -1.24721 -1.23111 -1.21576 11.3333 -1.26282 -1.27273 -1.27036 -1.26799 -1.26067 -1.25258 12 -1.27388 -1.28367 -1.28383 -1.2831 -1.28078 -1.2768 12.6667 -1.28786 -1.29666 -1.29811 -1.29829 -1.29886 -1.29738 13.3333 -1.30547 -1.31305 -1.3151 -1.31573 -1.31788 -1.31787 14 -1.32753 -1.3338 -1.33606 -1.33689 -1.33973 -1.34055 14.6667 -1.3549 -1.35984 -1.36212 -1.363 -1.36594 -1.36717 15.3333 -1.38838 -1.392 -1.39424 -1.39508 -1.39773 -1.39912 16 -1.4285 -1.43079 -1.43302 -1.43381 -1.43591 -1.4373 16.6667 -1.47518 -1.47611 -1.47842 -1.47916 -1.48053 -1.48187 17.3333 -1.52722 -1.52676 -1.52925 -1.52998 -1.53049 -1.53177 18 -1.58179 -1.57988 -1.58266 -1.58344 -1.58302 -1.58427 18.6667 -1.63399 -1.63059 -1.63374 -1.63463 -1.63325 -1.6345 19.3333 -1.67726 -1.67233 -1.6759 -1.67696 -1.67462 -1.67594 20 -1.70743 -1.70095 -1.70497 -1.70622 -1.70295 -1.70437顶面位移 -0.948555 -0.465696 -0.289141 -0.212822 -0.132941 -0.0577463 -1.17807 -0.502815 -0.3332 -0.259673 -0.179313 -0.105903 -1.17807 -0.537122 -0.373877 -0.303228 -0.222898 -0.151651 -1.17807 -0.572197 -0.414044 -0.345975 -0.265662 -0.196537 -1.17807 -0.61047 -0.456821 -0.391036 -0.310508 -0.243212 -1.17807 -0.652916 -0.504172 -0.440599 -0.359705 -0.293916 -1.17807 -0.699765 -0.557008 -0.495809 -0.414618 -0.350101 -1.19555 -0.75076 -0.615393 -0.556894 -0.475738 -0.412389 -1.20794 -0.805315 -0.678828 -0.623459 -0.542935 -0.480796 -1.21671 -0.862653 -0.746523 -0.694791 -0.615767 -0.555049 -1.22309 -0.921751 -0.81743 -0.76992 -0.693566 -0.634712 -1.22805 -0.981586 -0.890467 -0.847841 -0.775613 -0.71932 -1.23238 -1.04161 -0.964946 -0.927883 -0.861517 -0.808711 -1.23667 -1.10091 -1.03981 -1.00906 -0.950768 -0.902916 -1.24143 -1.15271 -1.1088 -1.0858 -1.03875 -0.998769 -1.24708 -1.20698 -1.17908 -1.16349 -1.12908 -1.09778 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12 -0.12356 -11.1745 -11.1872 -11.1828 -11.1884 -11.1889 12.6667 -0.123492 -11.1713 -11.188 -11.1797 -11.1928 -11.1951 13.3333 -0.123443 -11.1691 -11.1875 -11.1753 -11.1941 -11.1975 14 -0.12341 -11.1675 -11.1863 -11.1704 -11.1936 -11.1975 14.6667 -0.123387 -11.1666 -11.1848 -11.1656 -11.1921 -11.1962 15.3333 -0.123372 -11.1659 -11.1831 -11.1611 -11.1901 -11.1941 16 -0.123362 -11.1655 -11.1816 -11.1571 -11.1879 -11.1918 16.6667 -0.123356 -11.1653 -11.1802 -11.1537 -11.1858 -11.1895 17.3333 -0.123353 -11.1652 -11.179 -11.1509 -11.1839 -11.1874 18 -0.123351 -11.1652 -11.178 -11.1487 -11.1824 -11.1857 18.6667 -0.123351 -11.1652 -11.1773 -11.1472 -11.1812 -11.1844 19.3333 -0.12335 -11.1652 -11.1769 -11.1463 -11.1805 -11.1836 20 -0.12335 -11.1652 -11.1767 -11.146 -11.1803 -11.184Sheet2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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-1.31573 -1.31788 -1.31787 14 -1.32753 -1.3338 -1.33606 -1.33689 -1.33973 -1.34055 14.6667 -1.3549 -1.35984 -1.36212 -1.363 -1.36594 -1.36717 15.3333 -1.38838 -1.392 -1.39424 -1.39508 -1.39773 -1.39912 16 -1.4285 -1.43079 -1.43302 -1.43381 -1.43591 -1.4373 16.6667 -1.47518 -1.47611 -1.47842 -1.47916 -1.48053 -1.48187 17.3333 -1.52722 -1.52676 -1.52925 -1.52998 -1.53049 -1.53177 18 -1.58179 -1.57988 -1.58266 -1.58344 -1.58302 -1.58427 18.6667 -1.63399 -1.63059 -1.63374 -1.63463 -1.63325 -1.6345 19.3333 -1.67726 -1.67233 -1.6759 -1.67696 -1.67462 -1.67594 20 -1.70743 -1.70095 -1.70497 -1.70622 -1.70295 -1.70437顶面位移 -0.948555 -0.465696 -0.289141 -0.212822 -0.132941 -0.0577463 -0.985916 -0.502815 -0.3332 -0.259673 -0.179313 -0.105903 -1.03357 -0.537122 -0.373877 -0.303228 -0.222898 -0.151651 -1.08111 -0.572197 -0.414044 -0.345975 -0.265662 -0.196537 -1.12179 -0.61047 -0.456821 -0.391036 -0.310508 -0.243212 -1.15394 -0.652916 -0.504172 -0.440599 -0.359705 -0.293916 -1.17807 -0.699765 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-10.5254 6 -12.4882 -11.2435 -10.8113 -10.7338 -10.6455 -10.5946 6.6667 -12.4864 -11.241 -10.8673 -10.8133 -10.716 -10.6681 7.3333 -12.4774 -11.2355 -10.9235 -10.8883 -10.789 -10.745 8 -12.4629 -11.2277 -10.979 -10.9583 -10.8638 -10.8245 8.6667 -12.4443 -11.2181 -11.0328 -11.0223 -10.9394 -10.9063 9.3333 -12.4234 -11.2076 -11.0817 -11.0791 -11.014 -10.989 10 -12.4002 -11.1961 -11.1309 -11.1337 -11.0889 -11.0726 10.6667 -12.3797 -11.186 -11.1745 -11.1758 -11.1575 -11.1499 11.3333 -12.3657 -11.1792 -11.1839 -11.183 -11.1787 -11.1762 12 -12.356 -11.1745 -11.1872 -11.1828 -11.1884 -11.1889 12.6667 -12.3492 -11.1713 -11.188 -11.1797 -11.1928 -11.1951 13.3333 -12.3443 -11.1691 -11.1875 -11.1753 -11.1941 -11.1975 14 -12.341 -11.1675 -11.1863 -11.1704 -11.1936 -11.1975 14.6667 -12.3387 -11.1666 -11.1848 -11.1656 -11.1921 -11.1962 15.3333 -12.3372 -11.1659 -11.1831 -11.1611 -11.1901 -11.1941 16 -12.3362 -11.1655 -11.1816 -11.1571 -11.1879 -11.1918 16.6667 -12.3356 -11.1653 -11.1802 -11.1537 -11.1858 -11.1895 17.3333 -12.3353 -11.1652 -11.179 -11.1509 -11.1839 -11.1874 18 -12.3351 -11.1652 -11.178 -11.1487 -11.1824 -11.1857 18.6667 -12.3351 -11.1652 -11.1773 -11.1472 -11.1812 -11.1844 19.3333 -12.335 -11.1652 -11.1769 -11.1463 -11.1805 -11.1836 20 -12.335 -11.1652 -11.1767 -11.146 -11.1803 -11.184 0 0 0 0 0 0 0Sheet2 -0.119432 -11.0382 -10.4719 -10.306 -10.2301 -10.1601 -0.120223 -11.069 -10.4917 -10.3354 -10.2636 -10.197 -0.121303 -11.1114 -10.5126 -10.363 -10.2948 -10.2315 -0.122319 -11.1506 -10.539 -10.3933 -10.3276 -10.2668 -0.12317 -11.1831 -10.5719 -10.2814 -10.3651 -10.3062 -0.123831 -11.2079 -10.6109 -10.3791 -10.4089 -10.3514 -0.12431 -11.2254 -10.6553 -10.4731 -10.4595 -10.4031 -0.124628 -11.2366 -10.7041 -10.5636 -10.5163 -10.4613 -0.124811 -11.2423 -10.7565 -10.6505 -10.5786 -10.5254 -0.124882 -11.2435 -10.8113 -10.7338 -10.6455 -10.5946 -0.124864 -11.241 -10.8673 -10.8133 -10.716 -10.6681 -0.124774 -11.2355 -10.9235 -10.8883 -10.789 -10.745 -0.124629 -11.2277 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-11.1803 -11.18415MPa30MPa80MPa120MPa150MPa200MPa水平距离(m)竖向位移(cm)地基均匀沉降时桥头位移曲线Sheet3 小结（1）桥头路堤换填压缩模量大的填料可以明显减小路堤的压缩变形，同时沿路堤高度1：1的楔性“刚柔过渡”换填方式不仅可以大大减少换填量，更有利于协调其沉降差。（2）当地基为均匀沉降模式时，路堤沉降量主要体现在地基沉降值的大小，换填方式无法起到消化地基沉降的作用。（3）当桥头地基存在局部软弱区域时，桥头路堤换填抗剪强度高、具有一定整体性的填料如灰土，能够较好地消化地基的不均匀沉降，而砂粒填料次之，粘土最差。但换填灰土一定要保证施工压实，使其形成为一个整体。3.平面土工格栅加筋作用性状布置间距为50cm 土工格栅加筋对桥头路堤侧向位移的影响图路堤边坡的侧向位移（X方向）图路堤纵向的侧向位移（Y方向） 土工格栅加筋对路堤应力分布性状的影响图路堤横断面底面竖向应力（Y＝0）图表2 0 0 0 0 0.0558853165 0.0558853165 0.0558853165 0.0558853165 0.0564441696 0.0564441696 0.0564441696 0.0564441696 0.0574517819 0.0574517819 0.0574517819 0.0574517819 0.3093235502 0.3093235502 0.3093235502 0.3093235502 0.5611947595 0.5611947595 0.5611947595 0.5611947595 0.5622006952 0.5622006952 0.5622006952 0.5622006952 0.5632122195 0.5632122195 0.5632122195 0.5632122195 0.8140758166 0.8140758166 0.8140758166 0.8140758166 1.0649394138 1.0649394138 1.0649394138 1.0649394138 1.0659453495 1.0659453495 1.0659453495 1.0659453495 1.0669512852 1.0669512852 1.0669512852 1.0669512852 1.3178204708 1.3178204708 1.3178204708 1.3178204708 1.568684068 1.568684068 1.568684068 1.568684068 1.5696900037 1.5696900037 1.5696900037 1.5696900037 1.5706959394 1.5706959394 1.5706959394 1.5706959394 1.8215595365 1.8215595365 1.8215595365 1.8215595365 2.0724231336 2.0724231336 2.0724231336 2.0724231336 2.0734346579 2.0734346579 2.0734346579 2.0734346579 2.0744405936 2.0744405936 2.0744405936 2.0744405936 2.3253041907 2.3253041907 2.3253041907 2.3253041907 2.5761677879 2.5761677879 2.5761677879 2.5761677879 2.5771737236 2.5771737236 2.5771737236 2.5771737236 2.5781852478 2.5781852478 2.5781852478 2.5781852478 2.8290488449 2.8290488449 2.8290488449 2.8290488449 3.0799124421 3.0799124421 3.0799124421 3.0799124421 3.0809183778 3.0809183778 3.0809183778 3.0809183778 3.081929902 3.081929902 3.081929902 3.081929902 3.3327934991 3.3327934991 3.3327934991 3.3327934991 3.5836570963 3.5836570963 3.5836570963 3.5836570963 3.584663032 3.584663032 3.584663032 3.584663032 3.5856689677 3.5856689677 3.5856689677 3.5856689677 3.8365325648 3.8365325648 3.8365325648 3.8365325648 4.0874017505 4.0874017505 4.0874017505 4.0874017505 4.0884076862 4.0884076862 4.0884076862 4.0884076862 4.0894136219 4.0894136219 4.0894136219 4.0894136219 4.340277219 4.340277219 4.340277219 4.340277219 4.5911408162 4.5911408162 4.5911408162 4.5911408162 4.5921523404 4.5921523404 4.5921523404 4.5921523404 4.5931582761 4.5931582761 4.5931582761 4.5931582761 4.8440218732 4.8440218732 4.8440218732 4.8440218732 5.0948854704 5.0948854704 5.0948854704 5.0948854704 5.0958914061 5.0958914061 5.0958914061 5.0958914061 5.0969029303 5.0969029303 5.0969029303 5.0969029303 5.3477665274 5.3477665274 5.3477665274 5.3477665274 5.5986468902 5.5986468902 5.5986468902 5.5986468902 5.5996528259 5.5996528259 5.5996528259 5.5996528259 5.6006587616 5.6006587616 5.6006587616 5.6006587616 5.8509690941 5.8509690941 5.8509690941 5.8509690941 6.1013911972 6.1013911972 6.1013911972 6.1013911972不加格栅EA=1000kN/mEA=10000kN/mEA=100000kN/m侧向位移（cm）竖向高度（m）竖向位移 ArcLength 不加格栅 EA=1000kN/m EA=10000kN/m EA=100000kN/m EA=1000000kN/m Displacementz(x.01) 0 3.04995 2.96017 2.5429 2.04085 1.95117 0.5 3.05059 2.96075 2.54335 2.041 1.95128 1 3.05246 2.96245 2.5447 2.04149 1.95162 1.5 3.05547 2.96518 2.54698 2.04235 1.95219 2 3.05941 2.96878 2.5502 2.04369 1.953 -100 2.5 3.06403 2.97298 2.55438 2.04567 1.95407 3 3.06896 2.97746 2.55954 2.04851 1.95542 3.5 3.07371 2.98177 2.56569 2.05258 1.95707 4 3.0777 2.98537 2.57276 2.05837 1.95906 4.5 3.08023 2.9876 2.58066 2.06655 1.96141 5 3.08048 2.9877 2.58912 2.07802 1.96415 5.5 3.07757 2.98483 2.59773 2.09388 1.96733 6 3.07063 2.97816 2.6059 2.11542 1.97106 6.5 3.05889 2.96692 2.61297 2.14366 1.9756 7 3.04186 2.9507 2.61854 2.17846 1.98243 7.5 3.01962 2.92923 2.62281 2.21646 1.9929 8 2.99357 2.9029 2.62014 2.242 1.99557竖向位移 不加格栅EA=1000kN/mEA=10000kN/mEA=100000kN/m水平距离（m）竖向位移（cm）侧向位移 ArcLength(x10) 不加格栅 EA=1000kN/m EA=10000kN/m EA=100000kN/m 0 -0.157179 -0.0823465 -0.0803216 -0.072292 ArcLength(x10) Displacementx(x.001) ArcLength(x10) Displacementx(x.01) 0.0558853165 -0.114211 -0.0316613 -0.037007 -0.049303 0 -0.0277864 0 -0.0823465 0.0564441696 -0.113865 -0.0562395 -0.0664809 -0.0491702 0.1 0.00792445 0.1 -0.0316613 0.0574517819 -0.113557 -0.0754073 -0.0865836 -0.0492513 0.101 -0.0233476 0.101 -0.0562395 0.3093235502 -0.0328152 0.0254022 -0.00501341 -0.0467519 0.102803 -0.0579506 0.102803 -0.0754073 0.5611947595 0.0511241 0.126575 0.0745405 -0.0184959 0.553497 -0.00237656 0.553497 0.0254022 0.5622006952 0.0514552 0.0993694 0.0399857 -0.0182761 1.00419 0.0516838 1.00419 0.126575 0.5632122195 0.0517866 0.069981 0.003129 -0.0184447 1.00599 0.00687059 1.00599 0.0993694 0.8140758166 0.139318 0.167128 0.078604 -0.0244735 1.0078 -0.0404192 1.0078 0.069981 1.0649394138 0.230555 0.259813 0.149217 0.0004228 1.45669 0.0102539 1.45669 0.167128 1.0659453495 0.230921 0.242834 0.123871 0.000613965 1.90558 0.0563976 1.90558 0.259813 1.0669512852 0.231287 0.224969 0.0960977 0.000494201 1.90738 0.0212317 1.90738 0.242834 1.3178204708 0.32573 0.316566 0.165024 -0.00324755 1.90918 -0.0190801 1.90918 0.224969 100 1.568684068 0.422617 0.403171 0.229007 0.0190635 2.35808 0.0244019 2.35808 0.316566 1.5696900037 0.423004 0.395625 0.210878 0.0192241 2.80697 0.0638391 2.80697 0.403171 1.5706959394 0.42339 0.388926 0.19425 0.0191557 2.80877 0.034971 2.80877 0.395625 1.8215595365 0.521836 0.475484 0.258445 0.0199578 2.81057 0.00339887 2.81057 0.388926 2.0724231336 0.620835 0.556736 0.317111 0.0404782 3.25946 0.0412705 3.25946 0.475484 2.0734346579 0.621226 0.556918 0.304835 0.0406134 3.70835 0.0749953 3.70835 0.556736 2.0744405936 0.621617 0.559215 0.298236 0.0405903 3.71016 0.0504474 3.71016 0.556918 2.3253041907 0.720118 0.640393 0.358392 0.0462916 3.71196 0.0270749 3.71196 0.559215 2.5761677879 0.817066 0.715861 0.412176 0.0654571 4.16085 0.0605405 4.16085 0.640393 2.5771737236 0.817444 0.72208 0.40488 0.0655708 4.60974 0.0893166 4.60974 0.715861 2.5781852478 0.817822 0.731195 0.406695 0.0655866 4.61154 0.0682032 4.61154 0.72208 2.8290488449 0.912154 0.806081 0.462747 0.0759149 4.61335 0.0522654 4.61335 0.731195 10.917 3.0799124421 1.00288 0.874855 0.511608 0.0939182 5.06224 0.0820932 5.06224 0.806081 3.0809183778 1.00323 0.885424 0.508522 0.0940131 5.51113 0.106521 5.51113 0.874855 3.081929902 1.00358 0.899271 0.517045 0.0940612 5.51293 0.0884216 5.51293 0.885424 3.3327934991 1.08973 0.966735 0.568542 0.108445 5.51474 0.0792757 5.51474 0.899271 3.5836570963 1.17045 1.02776 0.612184 0.125318 5.96363 0.106001 5.96363 0.966735 3.584663032 1.17076 1.04097 0.612492 0.125396 6.41252 0.126561 6.41252 1.02776 3.5856689677 1.17107 1.05751 0.625971 0.12547 6.41432 0.111255 6.41432 1.04097 3.8365325648 1.24555 1.11639 0.672242 0.143131 6.41612 0.108453 6.41612 1.05751 4.0874017505 1.31315 1.16859 0.710185 0.158769 6.86501 0.132495 6.86501 1.11639 4.0884076862 1.3134 1.18269 0.712967 0.158832 7.31391 0.14957 7.31391 1.16859 4.0894136219 1.31365 1.19994 0.729572 0.158926 7.31571 0.136948 7.31571 1.18269 4.340277219 1.37376 1.24908 0.769763 0.178879 7.31751 0.140263 7.31751 1.19994 4.5911408162 1.426 1.2914 0.801348 0.193018 7.7664 0.161976 7.7664 1.24908 4.5921523404 1.42619 1.30461 0.805538 0.193066 8.21529 0.17587 8.21529 1.2914 4.5931582761 1.42638 1.32058 0.823288 0.193171 8.2171 0.16592 8.2171 1.30461 4.8440218732 1.47041 1.35889 0.856332 0.214143 8.2189 0.175322 8.2189 1.32058 5.0948854704 1.50616 1.39029 0.88069 0.226293 8.66779 0.195005 8.66779 1.35889 5.0958914061 1.50628 1.40079 0.885021 0.226327 9.11668 0.205946 9.11668 1.39029 5.0969029303 1.50641 1.41351 0.901669 0.226434 9.11848 0.198743 9.11848 1.40079 5.3477665274 1.53389 1.4399 0.926218 0.246669 9.12029 0.21424 9.12029 1.41351 5.5986468902 1.55344 1.45939 0.942219 0.255999 9.56918 0.232048 9.56918 1.4399 5.5996528259 1.5535 1.46534 0.945134 0.256017 10.0181 0.240153 10.0181 1.45939 5.6006587616 1.55355 1.47283 0.957997 0.256113 10.0199 0.235815 10.0199 1.46534 5.8509690941 1.56566 1.48637 0.972427 0.273299 10.0217 0.257589 10.0217 1.47283 6.1013911972 1.5714 1.49331 0.979 0.279365 10.4696 0.274043 10.4696 1.48637 10.9177 0.280542 10.9177 1.49331侧向位移 不加格栅EA=1000kN/mEA=10000kN/mEA=100000kN/m侧向位移（cm）竖向高度（m）竖向应力 ArcLength 不加格栅 ArcLength Comp33ofStress(x100) ArcLength 不加格栅 Comp33ofStress(x100) 0 -161.283 0 -164.484 0 -136.288 -135.882 0.5 -161.283 0.5 -164.495 0.5 -136.287 -135.891 1 -161.283 1 -164.528 1 -136.287 -135.921 1.5 -161.283 1.5 -164.576 1.5 -136.287 -135.969 2 -161.283 2 -164.636 2 -136.287 -136.036 2.5 -161.283 2.5 -164.697 2.5 -136.287 -136.12 3 -161.283 3 -164.743 3 -136.287 -136.218 3.5 -161.283 3.5 -164.754 3.5 -136.287 -136.326 4 -161.283 4 -164.696 4 -136.287 -136.435 4.5 -161.283 4.5 -164.524 4.5 -136.287 -136.534 5 -161.283 5 -164.169 5 -136.287 -136.596 5.5 -161.283 5.5 -163.532 5.5 -136.287 -136.57 6 -161.283 6 -162.455 6 -136.287 -136.333 6.5 -161.283 6.5 -160.586 6.5 -136.287 -135.5 7 -161.283 7 -157.355 7 -136.287 -133.251 7.5 -161.283 7.5 -151.668 7.5 -136.287 -127.738 8 -161.283 8 -131.923 8 -136.288 -99.4294 底面（中心线） 底面（）Sheet2 Sheet1 侧向y位移 ArcLength Displacementz(x.01) Displacementz(x.01) Displacementz(x.01) Displacementz(x.001) ArcLength Displacementy(x.01) 0 1.01218 0.840444 0.476051 0.126679 0 0.840444 0.1 1.01774 0.84461 0.474102 0.118594 0.1 0.84461 0.101 1.0178 0.836107 0.451729 0.089754 0.101 0.836107 0.102 1.01786 0.848922 0.489838 0.144023 0.102 0.848922 0.352 1.03206 0.865761 0.50387 0.150643 0.352 0.865761 0.602 1.04781 0.87731 0.498397 0.129053 0.602 0.87731 0.603 1.04789 0.865944 0.46356 0.0825063 0.603 0.865944 0.604 1.04797 0.880902 0.507612 0.146504 0.604 0.880902 0.853 1.06501 0.900393 0.525597 0.15876 0.853 0.900393 1.102 1.08354 0.914642 0.52141 0.137731 1.102 0.914642 1.103 1.08363 0.902892 0.481352 0.0831946 1.103 0.902892 1.104 1.08372 0.921888 0.533057 0.156212 1.104 0.921888 1.353 1.10386 0.945792 0.55627 0.173447 1.353 0.945792 1.602 1.12571 0.963669 0.553856 0.15185 1.602 0.963669 1.603 1.12581 0.951776 0.508728 0.0882515 1.603 0.951776 1.604 1.12591 0.974777 0.567742 0.169991 1.604 0.974777 1.853 1.14949 1.00338 0.596098 0.191568 1.853 1.00338 2.102 1.1748 1.02483 0.595216 0.168775 2.102 1.02483 2.103 1.17491 1.01261 0.544796 0.0957109 2.103 1.01261 2.104 1.17503 1.03924 0.61077 0.186179 2.104 1.03924 2.353 1.202 1.07219 0.643925 0.211728 2.353 1.07219 2.602 1.23051 1.09667 0.6442 0.187398 2.602 1.09667 100 2.603 1.23064 1.08391 0.588332 0.104651 2.603 1.08391 2.604 1.23076 1.11381 0.661045 0.20392 2.604 1.11381 2.853 1.26068 1.1504 0.698591 0.233272 2.853 1.1504 3.102 1.2918 1.17709 0.699612 0.207253 3.102 1.17709 3.103 1.29193 1.16359 0.638209 0.114623 3.103 1.16359 3.104 1.29206 1.19646 0.717533 0.222775 3.104 1.19646 3.353 1.32415 1.2357 0.759036 0.255928 3.353 1.2357 3.602 1.35692 1.2635 0.760358 0.228245 3.602 1.2635 3.603 1.35706 1.24908 0.693381 0.125516 3.603 1.24908 3.604 1.3572 1.28465 0.779253 0.242638 3.604 1.28465 3.853 1.39033 1.3253 0.824248 0.2798 3.853 1.3253 4.102 1.42347 1.35281 0.825393 0.250722 4.102 1.35281 4.103 1.42361 1.33726 0.752849 0.137673 4.103 1.33726 4.104 1.42375 1.37527 0.84528 0.263927 4.104 1.37527 4.353 1.45646 1.41574 0.893288 0.305649 4.353 1.41574 4.602 1.48825 1.44119 0.893778 0.275905 4.602 1.44119 4.603 1.48838 1.42421 0.8158 0.152419 4.603 1.42421 4.604 1.48851 1.46434 0.915021 0.288355 4.604 1.46434 4.853 1.5188 1.50268 0.965661 0.335953 4.853 1.50268 5.102 1.5469 1.52384 0.965197 0.307288 5.102 1.52384 5.103 1.54702 1.50495 0.882496 0.17387 5.103 1.50495 5.104 1.54713 1.5468 0.989856 0.322542 5.104 1.5468 5.353 1.57217 1.58055 1.04347 0.379867 5.353 1.58055 5.602 1.59303 1.59463 1.04277 0.357025 5.602 1.59463 5.603 1.59311 1.57347 0.959657 0.218742 5.603 1.57347 5.604 1.59319 1.61698 1.08561 0.417071 5.604 1.61698 5.8525 1.60823 1.64376 1.14981 0.514066 5.8525 1.64376 6.101 1.61434 1.65241 1.16873 0.5427 6.101 1.65241侧向y位移 纵向位移（cm）竖向高度（m）图表3 0 0 0 0 0.1 0.1 0.1 0.1 0.101 0.101 0.101 0.101 0.102 0.102 0.102 0.102 0.352 0.352 0.352 0.352 0.602 0.602 0.602 0.602 0.603 0.603 0.603 0.603 0.604 0.604 0.604 0.604 0.853 0.853 0.853 0.853 1.102 1.102 1.102 1.102 1.103 1.103 1.103 1.103 1.104 1.104 1.104 1.104 1.353 1.353 1.353 1.353 1.602 1.602 1.602 1.602 1.603 1.603 1.603 1.603 1.604 1.604 1.604 1.604 1.853 1.853 1.853 1.853 2.102 2.102 2.102 2.102 2.103 2.103 2.103 2.103 2.104 2.104 2.104 2.104 2.353 2.353 2.353 2.353 2.602 2.602 2.602 2.602 2.603 2.603 2.603 2.603 2.604 2.604 2.604 2.604 2.853 2.853 2.853 2.853 3.102 3.102 3.102 3.102 3.103 3.103 3.103 3.103 3.104 3.104 3.104 3.104 3.353 3.353 3.353 3.353 3.602 3.602 3.602 3.602 3.603 3.603 3.603 3.603 3.604 3.604 3.604 3.604 3.853 3.853 3.853 3.853 4.102 4.102 4.102 4.102 4.103 4.103 4.103 4.103 4.104 4.104 4.104 4.104 4.353 4.353 4.353 4.353 4.602 4.602 4.602 4.602 4.603 4.603 4.603 4.603 4.604 4.604 4.604 4.604 4.853 4.853 4.853 4.853 5.102 5.102 5.102 5.102 5.103 5.103 5.103 5.103 5.104 5.104 5.104 5.104 5.353 5.353 5.353 5.353 5.602 5.602 5.602 5.602 5.603 5.603 5.603 5.603 5.604 5.604 5.604 5.604 5.8525 5.8525 5.8525 5.8525 6.101 6.101 6.101 6.101不加格栅EA=1000kN/mEA=10000kN/mEA=100000kN/m纵向位移（cm）竖向高度（m）竖向位移 ArcLength 不加格栅 EA=1000kN/m EA=10000kN/m EA=100000kN/m EA=1000000kN/m Displacementz(x.01) 0 3.04995 2.96017 2.5429 2.04085 1.95117 0.5 3.05059 2.96075 2.54335 2.041 1.95128 1 3.05246 2.96245 2.5447 2.04149 1.95162 1.5 3.05547 2.96518 2.54698 2.04235 1.95219 2 3.05941 2.96878 2.5502 2.04369 1.953 -100 2.5 3.06403 2.97298 2.55438 2.04567 1.95407 3 3.06896 2.97746 2.55954 2.04851 1.95542 3.5 3.07371 2.98177 2.56569 2.05258 1.95707 4 3.0777 2.98537 2.57276 2.05837 1.95906 4.5 3.08023 2.9876 2.58066 2.06655 1.96141 5 3.08048 2.9877 2.58912 2.07802 1.96415 5.5 3.07757 2.98483 2.59773 2.09388 1.96733 6 3.07063 2.97816 2.6059 2.11542 1.97106 6.5 3.05889 2.96692 2.61297 2.14366 1.9756 7 3.04186 2.9507 2.61854 2.17846 1.98243 7.5 3.01962 2.92923 2.62281 2.21646 1.9929 8 2.99357 2.9029 2.62014 2.242 1.99557竖向位移 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0不加格栅EA=1000kN/mEA=10000kN/mEA=100000kN/m水平距离（m）竖向位移（cm）侧向位移 ArcLength(x10) 不加格栅 EA=1000kN/m EA=10000kN/m EA=100000kN/m 0 -0.157179 -0.0823465 -0.0803216 -0.072292 ArcLength(x10) Displacementx(x.001) ArcLength(x10) Displacementx(x.01) 0.0558853165 -0.114211 -0.0316613 -0.037007 -0.049303 0 -0.0277864 0 -0.0823465 0.0564441696 -0.113865 -0.0562395 -0.0664809 -0.0491702 0.1 0.00792445 0.1 -0.0316613 0.0574517819 -0.113557 -0.0754073 -0.0865836 -0.0492513 0.101 -0.0233476 0.101 -0.0562395 0.3093235502 -0.0328152 0.0254022 -0.00501341 -0.0467519 0.102803 -0.0579506 0.102803 -0.0754073 0.5611947595 0.0511241 0.126575 0.0745405 -0.0184959 0.553497 -0.00237656 0.553497 0.0254022 0.5622006952 0.0514552 0.0993694 0.0399857 -0.0182761 1.00419 0.0516838 1.00419 0.126575 0.5632122195 0.0517866 0.069981 0.003129 -0.0184447 1.00599 0.00687059 1.00599 0.0993694 0.8140758166 0.139318 0.167128 0.078604 -0.0244735 1.0078 -0.0404192 1.0078 0.069981 1.0649394138 0.230555 0.259813 0.149217 0.0004228 1.45669 0.0102539 1.45669 0.167128 1.0659453495 0.230921 0.242834 0.123871 0.000613965 1.90558 0.0563976 1.90558 0.259813 1.0669512852 0.231287 0.224969 0.0960977 0.000494201 1.90738 0.0212317 1.90738 0.242834 1.3178204708 0.32573 0.316566 0.165024 -0.00324755 1.90918 -0.0190801 1.90918 0.224969 100 1.568684068 0.422617 0.403171 0.229007 0.0190635 2.35808 0.0244019 2.35808 0.316566 1.5696900037 0.423004 0.395625 0.210878 0.0192241 2.80697 0.0638391 2.80697 0.403171 1.5706959394 0.42339 0.388926 0.19425 0.0191557 2.80877 0.034971 2.80877 0.395625 1.8215595365 0.521836 0.475484 0.258445 0.0199578 2.81057 0.00339887 2.81057 0.388926 2.0724231336 0.620835 0.556736 0.317111 0.0404782 3.25946 0.0412705 3.25946 0.475484 2.0734346579 0.621226 0.556918 0.304835 0.0406134 3.70835 0.0749953 3.70835 0.556736 2.0744405936 0.621617 0.559215 0.298236 0.0405903 3.71016 0.0504474 3.71016 0.556918 2.3253041907 0.720118 0.640393 0.358392 0.0462916 3.71196 0.0270749 3.71196 0.559215 2.5761677879 0.817066 0.715861 0.412176 0.0654571 4.16085 0.0605405 4.16085 0.640393 2.5771737236 0.817444 0.72208 0.40488 0.0655708 4.60974 0.0893166 4.60974 0.715861 2.5781852478 0.817822 0.731195 0.406695 0.0655866 4.61154 0.0682032 4.61154 0.72208 2.8290488449 0.912154 0.806081 0.462747 0.0759149 4.61335 0.0522654 4.61335 0.731195 10.917 3.0799124421 1.00288 0.874855 0.511608 0.0939182 5.06224 0.0820932 5.06224 0.806081 3.0809183778 1.00323 0.885424 0.508522 0.0940131 5.51113 0.106521 5.51113 0.874855 3.081929902 1.00358 0.899271 0.517045 0.0940612 5.51293 0.0884216 5.51293 0.885424 3.3327934991 1.08973 0.966735 0.568542 0.108445 5.51474 0.0792757 5.51474 0.899271 3.5836570963 1.17045 1.02776 0.612184 0.125318 5.96363 0.106001 5.96363 0.966735 3.584663032 1.17076 1.04097 0.612492 0.125396 6.41252 0.126561 6.41252 1.02776 3.5856689677 1.17107 1.05751 0.625971 0.12547 6.41432 0.111255 6.41432 1.04097 3.8365325648 1.24555 1.11639 0.672242 0.143131 6.41612 0.108453 6.41612 1.05751 4.0874017505 1.31315 1.16859 0.710185 0.158769 6.86501 0.132495 6.86501 1.11639 4.0884076862 1.3134 1.18269 0.712967 0.158832 7.31391 0.14957 7.31391 1.16859 4.0894136219 1.31365 1.19994 0.729572 0.158926 7.31571 0.136948 7.31571 1.18269 4.340277219 1.37376 1.24908 0.769763 0.178879 7.31751 0.140263 7.31751 1.19994 4.5911408162 1.426 1.2914 0.801348 0.193018 7.7664 0.161976 7.7664 1.24908 4.5921523404 1.42619 1.30461 0.805538 0.193066 8.21529 0.17587 8.21529 1.2914 4.5931582761 1.42638 1.32058 0.823288 0.193171 8.2171 0.16592 8.2171 1.30461 4.8440218732 1.47041 1.35889 0.856332 0.214143 8.2189 0.175322 8.2189 1.32058 5.0948854704 1.50616 1.39029 0.88069 0.226293 8.66779 0.195005 8.66779 1.35889 5.0958914061 1.50628 1.40079 0.885021 0.226327 9.11668 0.205946 9.11668 1.39029 5.0969029303 1.50641 1.41351 0.901669 0.226434 9.11848 0.198743 9.11848 1.40079 5.3477665274 1.53389 1.4399 0.926218 0.246669 9.12029 0.21424 9.12029 1.41351 5.5986468902 1.55344 1.45939 0.942219 0.255999 9.56918 0.232048 9.56918 1.4399 5.5996528259 1.5535 1.46534 0.945134 0.256017 10.0181 0.240153 10.0181 1.45939 5.6006587616 1.55355 1.47283 0.957997 0.256113 10.0199 0.235815 10.0199 1.46534 5.8509690941 1.56566 1.48637 0.972427 0.273299 10.0217 0.257589 10.0217 1.47283 6.1013911972 1.5714 1.49331 0.979 0.279365 10.4696 0.274043 10.4696 1.48637 10.9177 0.280542 10.9177 1.49331侧向位移 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0不加格栅EA=1000kN/mEA=10000kN/mEA=100000kN/m侧向位移（cm）竖向高度（m）竖向应力 ArcLength 不加格栅 ArcLength Comp33ofStress(x100) ArcLength 不加格栅 Comp33ofStress(x100) 0 -161.283 0 -164.484 0 -136.288 -135.882 0.5 -161.283 0.5 -164.495 0.5 -136.287 -135.891 1 -161.283 1 -164.528 1 -136.287 -135.921 1.5 -161.283 1.5 -164.576 1.5 -136.287 -135.969 2 -161.283 2 -164.636 2 -136.287 -136.036 2.5 -161.283 2.5 -164.697 2.5 -136.287 -136.12 3 -161.283 3 -164.743 3 -136.287 -136.218 3.5 -161.283 3.5 -164.754 3.5 -136.287 -136.326 4 -161.283 4 -164.696 4 -136.287 -136.435 4.5 -161.283 4.5 -164.524 4.5 -136.287 -136.534 5 -161.283 5 -164.169 5 -136.287 -136.596 5.5 -161.283 5.5 -163.532 5.5 -136.287 -136.57 6 -161.283 6 -162.455 6 -136.287 -136.333 6.5 -161.283 6.5 -160.586 6.5 -136.287 -135.5 7 -161.283 7 -157.355 7 -136.287 -133.251 7.5 -161.283 7.5 -151.668 7.5 -136.287 -127.738 8 -161.283 8 -131.923 8 -136.288 -99.4294 底面（中心线） 底面（）Sheet2 Sheet1 侧向y位移 ArcLength 不加格栅 EA=1000kN/m EA=10000kN/m EA=100000kN/m ArcLength Displacementy(x.01) 0 1.01218 0.840444 0.476051 0.126679 0 0.840444 0.1 1.01774 0.84461 0.474102 0.118594 0.1 0.84461 0.101 1.0178 0.836107 0.451729 0.089754 0.101 0.836107 0.102 1.01786 0.848922 0.489838 0.144023 0.102 0.848922 0.352 1.03206 0.865761 0.50387 0.150643 0.352 0.865761 0.602 1.04781 0.87731 0.498397 0.129053 0.602 0.87731 0.603 1.04789 0.865944 0.46356 0.0825063 0.603 0.865944 0.604 1.04797 0.880902 0.507612 0.146504 0.604 0.880902 0.853 1.06501 0.900393 0.525597 0.15876 0.853 0.900393 1.102 1.08354 0.914642 0.52141 0.137731 1.102 0.914642 1.103 1.08363 0.902892 0.481352 0.0831946 1.103 0.902892 1.104 1.08372 0.921888 0.533057 0.156212 1.104 0.921888 1.353 1.10386 0.945792 0.55627 0.173447 1.353 0.945792 1.602 1.12571 0.963669 0.553856 0.15185 1.602 0.963669 1.603 1.12581 0.951776 0.508728 0.0882515 1.603 0.951776 1.604 1.12591 0.974777 0.567742 0.169991 1.604 0.974777 1.853 1.14949 1.00338 0.596098 0.191568 1.853 1.00338 2.102 1.1748 1.02483 0.595216 0.168775 2.102 1.02483 2.103 1.17491 1.01261 0.544796 0.0957109 2.103 1.01261 2.104 1.17503 1.03924 0.61077 0.186179 2.104 1.03924 2.353 1.202 1.07219 0.643925 0.211728 2.353 1.07219 2.602 1.23051 1.09667 0.6442 0.187398 2.602 1.09667 100 2.603 1.23064 1.08391 0.588332 0.104651 2.603 1.08391 2.604 1.23076 1.11381 0.661045 0.20392 2.604 1.11381 2.853 1.26068 1.1504 0.698591 0.233272 2.853 1.1504 3.102 1.2918 1.17709 0.699612 0.207253 3.102 1.17709 3.103 1.29193 1.16359 0.638209 0.114623 3.103 1.16359 3.104 1.29206 1.19646 0.717533 0.222775 3.104 1.19646 3.353 1.32415 1.2357 0.759036 0.255928 3.353 1.2357 3.602 1.35692 1.2635 0.760358 0.228245 3.602 1.2635 3.603 1.35706 1.24908 0.693381 0.125516 3.603 1.24908 3.604 1.3572 1.28465 0.779253 0.242638 3.604 1.28465 3.853 1.39033 1.3253 0.824248 0.2798 3.853 1.3253 4.102 1.42347 1.35281 0.825393 0.250722 4.102 1.35281 4.103 1.42361 1.33726 0.752849 0.137673 4.103 1.33726 4.104 1.42375 1.37527 0.84528 0.263927 4.104 1.37527 4.353 1.45646 1.41574 0.893288 0.305649 4.353 1.41574 4.602 1.48825 1.44119 0.893778 0.275905 4.602 1.44119 4.603 1.48838 1.42421 0.8158 0.152419 4.603 1.42421 4.604 1.48851 1.46434 0.915021 0.288355 4.604 1.46434 4.853 1.5188 1.50268 0.965661 0.335953 4.853 1.50268 5.102 1.5469 1.52384 0.965197 0.307288 5.102 1.52384 5.103 1.54702 1.50495 0.882496 0.17387 5.103 1.50495 5.104 1.54713 1.5468 0.989856 0.322542 5.104 1.5468 5.353 1.57217 1.58055 1.04347 0.379867 5.353 1.58055 5.602 1.59303 1.59463 1.04277 0.357025 5.602 1.59463 5.603 1.59311 1.57347 0.959657 0.218742 5.603 1.57347 5.604 1.59319 1.61698 1.08561 0.417071 5.604 1.61698 5.8525 1.60823 1.64376 1.14981 0.514066 5.8525 1.64376 6.101 1.61434 1.65241 1.16873 0.5427 6.101 1.65241侧向y位移 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0不加格栅EA=1000kN/mEA=10000kN/mEA=100000kN/m纵向位移（cm）竖向高度（m）图表1 163.788 161.838 159.01 157.305 155.464 152.943 138.671 135.087 133.001 110.983 105.754 104.187 79.3065 76.6439 75.9966 48.519 50.2834 50.6952 22.1689 25.2509 26.1908 1.098 0.786898 1.31924无格栅10000kN/m100000kN/m水平距离（m）竖向应力（kPa）Sheet1 ArcLength(x10) Comp33ofStress(x100) 0 -115.751 1.78571 -111.165 3.57143 -96.4309 5.35714 -75.1207 7.14286 -53.9043 8.92857 -34.7385 10.7143 -16.9345 12.5 0.230376 ArcLength(x10) 无格栅 1000kN/m 10000kN/m 100000kN/m 0 163.788 164.297 161.838 159.01 1.78571 157.305 157.637 155.464 152.943 3.57143 138.671 137.055 135.087 133.001 5.35714 110.983 107.275 105.754 104.187 7.14286 79.3065 77.0142 76.6439 75.9966 8.92857 48.519 49.6726 50.2834 50.6952 10.7143 22.1689 24.6793 25.2509 26.1908 12.5 1.098 0.786825 0.786898 1.31924 -1Sheet1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0无格栅10000kN/m100000kN/m水平距离（m）竖向应力（MPa）Sheet2 Sheet3 小结通过以上分析可知，土工格栅加筋的作用性状主要表现为以下几个方面： 土工格栅利用其较大的拉伸模量，通过其与土体的界面摩擦和咬合作用，限制了路堤填土的侧向位移，提高了土体的抗剪强度和抗变形能力，从而减小了路堤的压缩变形值。且随着路堤变形模量的减小，其作用更显著。 土工格栅变形后也存在“网兜效应”，从而使荷载的分布趋于均匀； 土工格栅由于一端锚固于桥台上，利用其抗拉伸能力，阻止了桥台附近土体的向下沉降，同时，也减小了桥头路基和地基的竖向应力。同时，基于以上的分析，针对桥头路堤平面加筋处治技术提出以下建议： 平面加筋材料应选用具有较大拉伸刚度的筋材，同时，桥头应换填内摩擦角较大的填料。 平面加筋材料对于减小路堤自身的压缩变形较为有效，但由于其不具有抗弯刚度，故消化地基沉降变形的能力较差，因此，土工格栅加筋技术适用于处治地基条件较好的桥头过渡段。当地基较差时，应结合其它方法进行综合处治。铁路铁路路基设计简述-过渡段路桥过渡段铁路铁路路基设计简述-过渡段路涵过渡段铁路铁路路基设计简述-过渡段铁路铁路路基设计简述-过渡段§4.3路堤下复合地基设计理论4.3.1复合地基的定义与分类复合地基是指天然地基在处理过程中部分土体得到增强或被置换，或在天然地基中设置加筋体材料，从而形成的由两种刚度（或模量）不同的材料（土体和增强体）所组成的人工地基。根据增强体的方向又可分为水平向增强体复合地基和竖向增强体复合地基。竖向增强体复合地基通常称为桩体复合地基，根据竖向增强体的性质，桩体复合地基又可分为三类：散体材料桩复合地基、柔性桩复合地基和刚性桩复合地基。1.复合地基的定义2.柔性基础下复合地基的概念复合地基是软弱地基处理时常用的一种技术，复合地基若按其基础刚度的不同来分类，可分为两类：一是刚性基础下复合地基，这类复合地基是从工业与民用建筑方面发展起来的，在我国已有较广泛的应用，一般所说的复合地基也都是指这类复合地基。在刚性基础下复合地基中，基底面处满足等应变假设，即桩顶与桩间土的变形相同。二是柔性基础下复合地基，即像路堤、堤坝等构筑物下的复合地基，此类构筑物本身的刚度与地基土的刚度差别不大，这类复合地基在受力后变形与强度性状与刚性基础下复合地基相比有较大的差异。但这方面的研究较少，也还没有引起足够的重视，甚至大多数情况是将两类复合地基混为一谈，对柔性基础下复合地基的设计计算往往直接采用刚性基础下复合地基的设计计算理论。柔性基础下复合地基是指路堤荷载作用下的粉喷桩复合地基。常见地基措施 *4.3.2水泥搅拌桩复合地基水泥搅拌桩法是一种加固处理软弱地基及地基承载力不大于120KPa的粘性土或粉性土等地基的方法。它是利用水泥作为固化剂，采用特制的深层搅拌机，在地基深处将水泥粉固化剂与软弱地基土在原位强制搅拌成混合物，通过水泥与软弱土之间发生的离子交换作用、凝聚作用、化合作用等一系列物理—化学反应，形成具有整体性、水稳定性和一定强度的水泥加固土桩体，达到加固软弱地基的目的。水泥土桩体与原位周围的天然土体共同作用，从而显著地提高地基的强度和承载力、减小地基的变形，即形成所谓的水泥搅拌桩复合地基。2.水泥搅拌桩复合地基的加固机理（1）水泥土的加固机理 桩体作用 垫层效用 挤密效用（2）水泥搅拌桩复合地基的加固机理 水泥的水解和水化反应 离子交换及团粒化作用 凝硬反应（火山灰反应） 碳酸化作用3.设计计算《建筑地基处理技术规范》（JGJ79－2002，2003）中对于深层搅拌桩复合地基承载力标准值按照下式计算：式中，——复合地基的承载力标准值；——面积置换率；——桩的截面积；——桩间天然地基土承载力标准值；——桩间土承载力折减系数，当桩端土为软土时，可取0.5~1.0，当桩端土为硬土时，可取0.1~0.4，当不考虑桩间软土的作用时，可取零；——单桩竖向承载力标准值，应通过现场单桩载荷试验确定。4.3.3柔性基础下复合地基的设计理论1.刚性基础下复合地基理论的基本假设：1）基础为刚性；2）在竖向荷载作用下桩与桩间土共同承担上部荷载；3）复合地基土内部任一水平截面上桩与桩间土的竖向压缩变形相同。2.刚性基础下复合地基计算公式讨论（1）系数的取值（2）的取值一般认为，一般认为，仅与桩端土的软硬程度有关，这是从桩的沉降概念或桩土之间的相对变形角度考虑问题的，认为只有桩下沉后土才能发挥作用。值也理应与桩本身的强度（压缩模量）有关。因为当桩身的强度（压缩模量）较小时，桩在荷载作用下的压缩变形就大，这样桩间土所承受的荷载也大，反之则小。而对于柔性基础复合地基，受荷后其等沉面并不在桩顶而是下移了一定距离，等沉面上下桩土间相对变形的规律不同，其大小则受到桩间土的性质、桩体强度以及柔性基础刚度的影响。因此，值除了应当考虑桩端土体的性状外，还需考虑桩体强度、桩间土的性质、桩距（置换率）、桩长及柔性基础刚度的影响。（1）系数的取值规范公式中，定义为桩间天然地基土承载力标准值。但现场实测资料表明，用粉喷桩处理之后，桩间土的强度有所增长。比如，在甘肃馋柳高速公路土家湾隧道西洞口地基采用粉喷桩处理前，天然地基土承载力=90kPa，处理后桩间土的承载力为130kPa，增长了44％；同样，在东洞口，天然地基土的承载力=120kPa，而桩间土的承载力提高到240~300kPa，增长近2倍左右。其原因可归结如下：①在进行粉喷及桩体强度形成过程中，水泥粉会吸收桩周土体中的一些水分来完成其一系列物理化学反应，从而使得桩周土体的含水量减小，强度提高；②强度较高的粉喷桩桩体对桩间土的变形产生侧向约束，使桩间土的沉降量有所减小。（2）的取值桩-网结构路基桩-网结构路基由桩-网结构基础与上部路堤组成，其中桩-网结构基础是一种刚性桩基础，由钢筋混凝土刚性桩（群）和桩顶以上的加筋垫层共同组成。遂渝无砟轨道试验段桩-网结构路基横断面设计图 *桩-网结构属于一种刚性桩基础，需要解决的技术问题包括：沉降特性合理桩间距柔性拱作用机理设计与施工技术 *桩-网结构路基理论分析研究 * * *桩-网结构路基离心模型试验 * 桩-网结构单桩承载力验算 * 桩-网结构地基沉降计算 * *桩帽顶加筋垫层一般采用碎石垫层，厚度0.4～0.6m,夹铺一层双向高强度低应变土工格栅。土工格栅断裂延伸率不大于10%，极限抗拉强度应满足检算要求并不小于80KN/m。 * 深厚软弱地基长短组合桩桩-网结构路基 *6.桩-板结构路基桩-板结构路基由下部钢筋混凝土桩基和上部钢筋混凝土承载板组成，钢筋混凝土承载板直接与轨道结构相连接。桩-板结构具有以下特点：1）桩-板结构承载板直接与轨道结构连接，因此，桩-板结构设计必须考虑列车动荷载的作用，结构应满足疲劳强度的要求；2）桩-板结构承载板可视为支撑在桩基础上的连续板梁，板梁的竖向和横向刚度必须满足无砟轨道铺设要求；3）桩-板结构与土路基共同组成一个承载结构，桩-板结构与土路基的共同作用是桩-板结构设计合理经济的关键技术问题。 *遂渝无砟轨道试验段DK132+486~DK132+611桩-板结构路基横断面设计图 * *桩-板结构在自重和上部荷载作用下的挠曲变形 桩-板结构路基数值模拟分析 *桩-板结构路基在上部荷载及路堤自重作用下竖向位移云图 * *桩-板结构大模型实验　模拟单线路堤桩-板结构，测试循环荷载作用板、桩、土的受力与变形。 * 动车组通过时，单线桩-板结构路基和双线桩-板结构路基测试断面路基表层的最大动应力范围分别为4.50kPa、4.70kPa；桩底土体最大动应力分别为10.09、10.14kPa；最大动变形分别为0.023mm、0.025mm；最大加速度分别为0.61、0.62m/s2。遂渝24m简支箱梁跨中最大动位移为0.25mm；32m简支箱梁跨中最大动位移为0.48mm。 货车通过时，单线桩-板结构路基和双线桩-板结构路基测试断面基床表层表面的最大动应力分别为6.17kPa、6.00kPa；桩底土体最大动应力分别为12.85、12.83kPa；最大动变形分别为0.057mm、0.061mm；最大加速度分别为0.75、0.60m/s2。遂渝24简支梁跨中最大动位移为0.31mm；32m简支箱梁跨中最大动位移为0.50mm。 *§4.4路基边坡绿色防护技术4.4.1工程防护的不足 破坏了生态环境，环境效果极差； 随着时间的推移，混凝土面、浆砌片石面都会风化、老化，后期整治费用高。 被破坏了的植被很难迅速恢复。4.4.2一般边坡的植被护坡方法 铺草皮护坡 植生带护坡 液压喷播植草护坡 三维植被网护坡 挖沟植草护坡 土工格室植草护坡 浆砌片石骨架植草护坡 钢筋混凝土框架内填土植被护坡 预应力锚索框架地梁植被护坡1）路基填料抵御水侵蚀；2）路基面防排水；3）地下排水，包括路堤基底地下排水和和路堑基床换填底部地下排水；4）边坡防排水及地面排水，包括路堤、路堑边坡防排水以及侧沟、天沟、排水沟。路基工程防排水 客运专线铁路路基工程防排水体系 *路基工程防排水路基面防排水路基面采取全封闭防水，主要措施包括：（1）轨道基础板两侧基床表层铺设0.1m厚SAM10沥青混凝土封闭层防止表水下渗。（2）在无砟轨道路基左右两线的轨道板之间，设置贯通的纵向水沟。间隔50m左右设集水井，在集水井底部设置横向排水管，将积水通过横向排水管排入路堤边坡上的横向排水槽或路堑侧沟。路基面纵向水沟采用C15混凝土浇注，集水井采用C25钢筋混凝土浇注，横向排水管采用Ф200mm钢筋混凝土管，横向排水槽采用M7.5浆砌片石砌筑。（3）路堑侧沟外平台采用浆砌片石封闭。 *地下排水对路基有危害的地下水，应采取疏排措施。路基工程防排水 *路堤基底地下排水路堤填方基底存在地下水，可能引起路堤底部填料强度降低，引起变形或路堤沿地基表面的滑动。对于路堤填方基底出露的泉眼，应设置排水通道（暗沟或盲沟），引排地下水。路堤填方基底为洼地、槽谷，或地基土层地下水发育地段，路堤底部应设置排水层，避免地下水汇聚对路堤底部填料产生不利影响。当路堤填料为非良质填料时，则应在路堤底部应设置防排水层——既能排泄地下水，又能隔断地下水对路堤非良质填料的不利影响。路基工程防排水 *路基工程防排水 *路堑基床换填底部地下排水地下水水位处于路基基床附近时，在列车动荷载作用下，基床土动强度会降低，易引起基床发生变形。无砟轨道对基床动力稳定性要求极高，因此，为防止基床病害必须设置地下排水工程。路基工程防排水 *路基工程防排水 遂渝线无砟轨道试验段软质岩全、强风化层及土层地段路堑基床换填深度1～2.3m（换填A、B组填料），换填层下均设置了排水层，并在两侧设置排水盲沟。 *位于富水地层或水田、水塘、地形凹槽地段的低路堤、浅路堑地段，以及地下水位高于路基面以下3.0m等地下水发育地段，于路堤基底、基床底层换填底部、排水沟或侧沟底部设置排泄地下水的纵向盲沟，基床底层底部设置排水层，加强地下水流排泄处理。路基工程防排水 *地下排水设施检查维修地下排水设施应具备良好的性能，做到免维修、少维修和可维修。排水层结构应具备性能良好的反滤构造，避免细颗粒堵塞排水通道。使用兼具反滤、排水、防水功能为一体的高导水率三维复合防排水板代替砂卵石材料，是一种值得推广的技术 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 。排水盲沟设置检查井，以便于检查，必要时可以通过检查井对排水暗管进行清淤。路基工程防排水 *德国汉若威至柏林高速铁路路堑排水路基工程防排水 *遂渝线无砟轨道综合试验段路堑地段排水盲沟检查井路基工程防排水 *路基工程防排水边坡防排水及地面排水边坡防排水措施包括：（1）为防止路基面的水漫流，冲刷路堤边坡，在路堤路肩处应设置挡水缘，拦截表水，引流归槽。（2）边坡设置横向排水槽（设骨架护坡时为截水主骨架，未设骨架护坡地段间隔15m左右在边坡上设置横向排水槽），将路基面以及边坡地表水引入排水沟。（3）路堤边坡设置灌草护坡，边坡高度大于3m，增设浆砌片石截水骨架。（4）路堤坡脚平台上设置横向排水沟，连接边坡截水主骨架（排水槽）与坡脚纵向排水沟，防止边坡水流冲刷路堤坡脚。 *路基工程防排水 *路基工程防排水形成完善的排水系统形成完善的排水系统，防止或最大程度减小雨水对路基变形稳定的影响。细化排水沟末端处理，与环境相适应。 *排水设施防渗防裂措施膨胀土、湿陷性黄土、砂性土等特殊土以及填土等可能发生不均匀沉降地段的排水设施，应加强基础处理，采取必要的防裂、防渗和保证基底稳定的措施。路基工程防排水 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *