水 位编 号土 层土 层 深 度粘 聚 力 C 内 摩 擦 角 φ重 度 γ浮 重 度 γ'q0.000.000.000.00-9 .8 01.505.0013.0018.008 .2 01.5023.4016.9019.309 .5 02.0023.4016.9019.309 .5 02.0020.0015.0019.309 .5 02.8020.0015.0019.309 .5 02.8010.008.0015.105 .3 04.8010.008.0015.105 .3 04.8013.0018.0019.109 .3 012.6013.0018.0019.109 .3 012.6045.0018.0019.901 0 .1 019.0045.0018.0019.901 0 .1 019.0030.0018.0019.609 .8 023.4030.0018.0019.609 .8 023.4045.0017.0020.101 0 .3 027.8045.0017.0020.101 0 .3 00.0020.00-1.5021.78-1.500.00-1.507.04-2.0028.26-2.000.00-2.0047.94-2.8063.60-2.800.00-2.80114.85-4.80134.07-4.800.00-4.80110.47-12.60172.33-12.600.00-12.60193.01-19.00294.30-19.000.00-19.00414.39-23.40535.44-23.400.00杂 填 土粉 质 粘 土淤 泥 质 粘土 ~淤 泥粉 质 粘 土粉 质 粘 土粉 质 粘 土7813425粉 质 粘 土主动土压力水 下2 0 .0 0水 上粉 质 粘 土6-23.40665.99-27.80822.77-27.800.00-----Ka√Kaσ1σzPaEa?1.001 .0 00 .0 020.0020.000.630 .8 02 7 .0 047.0021.780.550 .7 42 8 .9 575.957.040.550 .7 43 8 .6 0114.5528.260.590 .7 71 9 .0 0133.5547.940.590 .7 72 6 .6 0160.1563.600.760 .8 71 4 .8 4174.99114.850.760 .8 72 5 .4 4200.43134.070.530 .7 34 4 .6 4245.07110.470.530 .7 31 1 7 .1 8362.25172.330.530 .7 31 2 7 .2 6489.51193.010.530 .7 31 9 1 .9 0681.41294.300.530 .7 31 8 6 .2 0867.61414.390.530 .7 32 2 9 .3 21096.93535.440.550 .7 42 4 1 .0 21337.95665.990.550 .7 42 8 6 .3 41624.29822.77土压力计算表1559.392089.613275.2731.348.8344.62248.921102.9320.00 , 0.00 21.78 , -1.50 7.04 , -1.50 28.26 , -2.00 47.94 , -2.00 63.60 , -2.80 114.85 , -2.80 134.07 , -4.80 110.47 , -4.80 -5.00 0.00 0.00 100.00 200.00 300.00 400.00主动172.33 , -12.60 193.01 , -12.60 294.30 , -19.00 414.39-20.00 -15.00 -10.00 -30.00 -25.00 Ea8360.90400.00 500.00 600.00 700.00 800.00 900.0主动土压力图 414.39 , -19.00 535.44 , -23.40 665.99 , -23.40 535.44 , -23.40 665.99 , -23.40 822.77 , -27.80 900.00
