贯入法检测砂浆自动计算表

试验依据、标准JGJ/T136-2001贯入深度(mm)砂浆抗压强度换算值(MPa)测区编号12345678910水泥混合砂浆水泥砂浆贯入深度测量表不平整读数di0120.0020.0020.0020.0020.0020.0020.0020.0020.0020.002.9015.60.0220.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.0014.50.0320.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.1013.515.5420.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.2012.614.5520.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.3011.813.5620.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.4011.112.7720.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.5010.411.9820.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.609.811.2920.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.709.210.51020.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.808.710.01120.0020.0020.0020.0020.0020.0020.0020.0020.0020.003.908.29.41220.0020.0020.0020.0020.0020.0020.0020.0020.0020.004.007.88.91320.0020.0020.0020.0020.0020.0020.0020.0020.0020.004.107.38.41420.0020.0020.0020.0020.0020.0020.0020.0020.0020.004.207.08.01520.0020.0020.0020.0020.0020.0020.0020.0020.0020.004.306.67.61620.0020.0020.0020.0020.0020.0020.0020.0020.0020.004.406.37.2贯入深度测量表读数di'112.1012.1012.1012.1012.1012.1012.1012.1012.1012.104.506.06.9212.1012.1012.1012.1012.1012.1012.1012.1012.1012.104.605.76.6312.1012.1012.1012.1012.1012.1012.1012.1012.1012.104.705.56.3412.1012.1012.1012.1012.1012.1012.1012.1012.1012.104.805.26.0512.1012.1012.1012.1012.1012.1012.1012.1012.1012.104.905.05.7612.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.004.85.5712.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.104.65.3812.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.204.45.0912.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.304.24.61012.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.404.04.61112.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.503.94.51212.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.603.74.31312.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.703.64.11412.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.803.44.01512.1012.1012.1012.1012.1012.1012.1012.1012.1012.105.903.33.81612.1012.1012.1012.1012.1012.1012.1012.1012.1012.106.003.23.7贯入深度di17.907.907.907.907.907.907.907.907.907.906.103.13.627.907.907.907.907.907.907.907.907.907.906.203.03.437.907.907.907.907.907.907.907.907.907.906.302.93.347.907.907.907.907.907.907.907.907.907.906.402.83.257.907.907.907.907.907.907.907.907.907.906.502.73.167.907.907.907.907.907.907.907.907.907.906.602.63.077.907.907.907.907.907.907.907.907.907.906.702.52.987.907.907.907.907.907.907.907.907.907.906.802.42.897.907.907.907.907.907.907.907.907.907.906.902.42.7107.907.907.907.907.907.907.907.907.907.907.002.32.6117.907.907.907.907.907.907.907.907.907.907.102.22.6127.907.907.907.907.907.907.907.907.907.907.202.22.5137.907.907.907.907.907.907.907.907.907.907.302.12.4147.907.907.907.907.907.907.907.907.907.907.402.02.3157.907.907.907.907.907.907.907.907.907.907.502.02.3167.907.907.907.907.907.907.907.907.907.907.601.92.2测区平均值mdi(mm)7.907.907.907.907.907.907.907.907.907.907.701.92.1砂浆种类水泥混合砂浆7.801.82.1砂浆抗压强度换算值f2,jc(MPa)1.81.81.81.81.81.81.81.81.81.87.901.82.1检测结果8.001.71.9强度平均值mf2c(MPa)1.88.101.71.9强度标准差sf2c(MPa)0.08.201.61.9强度变异系数δf2c0.08.301.61.8按批检验强度推定值1f2,e1c(MPa)1.88.401.51.8按批检验强度推定值2f2,e2c(MPa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