传递系数法

根据公路路基设计规范（JTG D30-2004）K51+600滑坡饱水工况推力计算表

K52+450K52+450～K52+600(H11)右侧滑坡天然工况推力计算表

根据公路路基设计规范（JTG D30-2004）K60+250左20m(H13)滑坡饱水工况推力计算表

29右侧滑坡天然工况推力计算表

根据公路路基设计规范（JTG D30-2004）K90+880～K91+170(H31)滑坡饱水工况推力计算表

K109+290(H54)滑坡天然工况推力计算表

根据公路路基设计规范（JTG D30-2004）K109+950～K110+150(H55)滑坡饱水工况推力计算表

K92+070～K92+270右侧(H35)滑坡饱水工况推力计算表

K92+070～K92+270右侧(H35)滑坡天然工况推力计算表

P1i 当Fst=1.10时

119.92109.7085.5078.210.710.7573.91297.7555.18222.290.75254.3384.41442.9264.94340.800.77649.5896.23528.0675.33413.380.781123.10148.07724.87120.69590.850.821727.90189.97622.91165.24541.810.872114.48210.16516.56186.72458.950.892428.10251.76202.05237.11190.290.942261.09285.36161.75269.96153.020.952143.50377.31128.55358.57122.160.951897.96368.1383.51350.5879.530.951617.72295.71100.48281.1195.520.951435.44100.33-34.0497.03-32.920.971273.11188.82-63.59182.62-61.500.971014.34207.730.00200.020.000.96811.13146.69-14.61141.54-14.100.96646.67186.74-123.46184.05-121.680.99310.5467.55-25.2766.72-24.960.99214.540.000.000.000.00211.90P1i 当Fst=1.20时123.24164.9599.02132.540.8074.70117.55341.4698.55286.270.84363.8080.37222.8770.78196.290.88533.37150.63325.99138.40299.540.92751.81140.26232.40132.30219.210.94870.98209.97310.61199.65295.350.951026.76222.70242.59215.71234.970.971076.39317.44210.73313.09207.840.99992.49319.93167.69317.10166.200.99868.94341.83187.75338.57185.960.99753.00323.60149.81321.33148.760.99607.25220.8082.53219.7882.14 1.00484.0490.5128.6390.1828.53 1.00427.38130.5135.46130.1035.35 1.00339.2368.3315.2368.1415.18 1.00289.08Ti 计算表

Ri*∏Ψj Ti*∏Ψj ∏Ψj Ri Ri Ti 1.130根据岩土工程勘察规范（GB50021-94）

滑坡推力（k 滑坡推力（k Ri*∏Ψj Ti*∏Ψj ∏Ψj Fs Fs 1.030

40.08 6.2039.98 6.18 1.00256.3483.48 5.0283.30 5.01 1.00178.78

0.00

P1i 当Fst=1.10时

480.64268.71308.10172.250.64-185.0680.5580.4453.6253.550.67-170.27416.20484.41290.23337.790.70-45.89221.18271.66163.77201.150.7434.42126.45148.0195.34111.600.7570.17300.56338.34230.44259.410.77140.62152.86167.30118.58129.770.78170.16850.74945.73666.02740.380.78358.17658.11742.35521.93588.730.79512.03411.90461.42329.00368.560.80604.06651.21709.46529.03576.340.81723.11632.19592.13536.91502.890.85710.8386.3068.8675.6160.330.88678.53637.90395.29579.11358.860.91451.74450.88174.36425.55164.560.94175.4247.379.7145.249.270.95136.6991.587.0787.67 6.770.9652.550.000.000.000.00 1.000.000.000.000.000.000.00P1i 当Fst=1.20时339.30549.76242.91393.580.72320.41285.32951.03212.21707.320.741164.33307.241057.66238.97822.640.782075.33570.411707.37465.741394.070.823455.36670.871644.31571.621401.040.854613.491300.132435.411156.282165.940.896042.361656.272124.161541.041976.380.936668.362312.721890.872228.121821.700.966396.332779.541500.522730.021473.780.985295.20根据岩土工程勘察规范（GB50021-94）

∏Ψj Fs Ri Ti 滑坡推力（k 1.089Ri*∏Ψj Ti*∏Ψj ∏

Ψj Fs 滑坡推力（k Ri Ti Ri*∏Ψj Ti*∏Ψj

1301.16584.941285.26577.790.994666.01998.91410.20988.98406.130.994148.571385.37506.351374.68502.440.993361.521025.14320.661019.47318.890.992713.78722.48192.40719.58191.62 1.002218.06369.5679.35368.3779.09 1.001941.94180.11

22.10179.5822.03 1.001787.780.00

0.000.000.00 1.001782.550.00

0.000.000.00 1.001782.550.000.000.000.001782.55

P1i 当Fst=1.10时179.48116.19132.6685.880.74-51.67343.34593.27257.64445.190.75258.37760.891658.91605.521320.160.801307.54815.241405.11710.341224.320.871924.571135.481492.581038.501365.100.912339.901686.431844.761578.751726.970.942628.811134.261027.981081.72980.370.952577.022285.121546.152226.191506.280.971938.361141.65582.001127.45574.760.991410.70633.31301.03625.11297.130.991109.26393.11198.83386.51195.490.98939.17566.18304.28554.41297.960.98711.56352.72183.06344.44178.770.98562.16171.7264.39167.5462.830.98461.770.000.000.000.00 1.000.000.000.000.000.000.00P1i 当Fst=1.20时258.30480.73170.42317.160.66318.57280.47739.37230.57607.840.82862.44

1.075根据岩土工程勘察规范（GB50021-94）

滑坡推力（k 1.056Ri Ti Ri*∏Ψj Ti*∏Ψj ∏Ψj Fs Ri Ti 滑坡推力（k Ri*∏Ψj Ti*∏Ψj ∏Ψj Fs

P1i 当Fst=1.10时102.8678.8078.1759.880.76-6.83251.08617.90198.78489.170.79422.05320.04864.03271.96734.250.851023.5990.44255.5319.8756.150.221214.22775.441771.66177.58405.720.232338.5089.81177.9281.01160.500.902401.71935.351495.26861.131376.620.923062.711184.76950.141151.04923.100.972762.69847.07364.66839.28361.300.992263.03193.9365.07192.8964.720.992131.90383.56105.83382.43105.52 1.001859.62146.7631.62146.6631.60 1.001743.471101.5176.881109.1377.41 1.01713.36260.1446.29260.3246.32 1.00508.57128.51

19.50128.1019.44 1.00403.500.00

0.000.000.00 1.000.000.00

0.000.000.00 1.000.000.000.000.000.000.00

根据岩土工程勘察规范（GB50021-94）

表

Fs Ri Ti 1.201滑坡推力（k Ri*∏Ψj Ti*∏Ψj ∏Ψj

P1i 当Fst=1.20时

551.581741.67363.631148.210.661364.26955.204331.23654.512967.760.695121.751766.276545.941290.564782.930.7310237.283285.75

7826.722646.486303.950.8114610.593954.295333.863475.504688.020.8815302.09487.74503.64438.42452.720.9015028.344519.364078.164097.733697.690.9114865.42572.860.00567.900.000.9913023.374490.152193.664347.972124.190.9711255.741054.15381.881029.82373.070.9810522.688342.331819.628233.401795.860.994075.122262.43239.982250.50238.720.992044.781144.98173.561135.49172.130.991096.94238.680.00239.350.00 1.00846.14733.490.00735.530.00 1.00112.65332.650.00333.570.00 1.00-219.99250.8220.10250.1720.05 1.00-449.90128.070.00128.500.00 1.00-575.30219.290.00220.030.00 1.00-794.59887.2616.44888.9016.47 1.00-1664.96266.120.00267.020.00 1.00-1928.53188.81 5.46188.81 5.46-2117.85P1i 当Fst=1.20时591.931547.17381.59997.380.641264.68963.673847.54647.202584.010.674867.291735.095814.921247.134179.600.729790.693188.806952.672539.465536.890.8013991.093821.394738.203336.384136.830.8714626.25471.06447.40421.24400.080.8914346.054364.593622.733939.303269.730.9014196.42553.140.00548.440.000.9912369.744338.151948.684191.651882.870.9710693.611018.51339.23993.46330.890.989981.568065.541616.417953.521593.960.993747.36滑坡推力（k 1.284Ri*∏Ψj Ti*∏Ψj ∏Ψj Fs Ri Ti 表

1.167Ri Fs 表滑坡推力（k Ti Ri*∏Ψj Ti*∏Ψj ∏Ψj

2189.81213.182177.65212.000.991781.971109.77154.181100.00152.820.99863.05231.630.00232.330.00 1.00621.23712.940.00715.100.00 1.00-91.70324.180.00325.170.00 1.00-415.88

245.3017.85244.6217.80 1.00-642.20125.880.00126.330.00 1.00-763.98217.180.00217.960.00 1.00-981.16886.7514.61888.5114.63 1.00-1851.96268.410.00269.390.00 1.00-2117.33197.43 4.85197.43 4.85-2316.65P1i 当Fst=1.20时1090.662616.421046.742511.060.962049.051269.795051.42950.963783.060.756751.502937.425663.971905.423674.060.659127.78704.02444.37454.66286.980.657735.294180.752332.272632.351468.480.636319.172720.09644.301712.67405.680.634213.94746.35166.85473.64105.880.633667.811265.46393.33799.53248.510.632903.32285.7371.02180.5344.870.632690.02866.67197.42549.81125.240.632060.25569.71124.92348.0076.300.611648.8966.43-1.8740.580.000.611521.1984.33-1.3251.500.000.611436.86

0.00

0.001.284Ri Ti 表滑坡推力（k 0.876Ri*∏Ψj Ti*∏Ψj ∏

Ψj Fs

0.00 0.00 0.00

0.00

P2i

当Fst=1.20时

11.72

294.580.97028732.930.982891257.830.9603931929.780.9371232365.950.9789842725.940.9433742562.280.9955072459.510.9955072225.400.9979061952.83 1.001791781.190.982891609.5411344.42 1.0044541142.670.997906976.060.978984620.660.997906521.490.9876880.00P2i

当Fst=1.30时

91.200.9584413.750.951892603.210.958525851.350.974119991.180.991991177.070.9817121248.210.9820391182.290.9951241074.58 1.000678977.560.997436846.210.997639730.700.998938676.630.999556591.920.999724543.220.999687

力（kN/m）

511.020.999578

433.860.997863

0.001

0.00

力（kN/m）

P2i

当Fst=1.20时

-158.190.962992

-136.350.954594

34.930.941767

137.700.982053

186.400.983396

288.750.988416

333.310.990838

614.390.98714

839.200.992891

975.040.98322

1158.820.956531

1186.810.96939

1146.820.965054

943.190.961864

665.570.988309

622.080.997585

537.470.957307

0.001

0.00

力（kN/m）

P2i

当Fst=1.30时

375.390.962589

1312.350.956232

2322.630.952587

3861.680.958276

5167.290.95806

6816.470.955857

7620.710.965757

7505.160.980893

6532.900.994341

5955.190.997691

5475.800.997757

4736.410.997797

4117.700.998486

3639.110.999199

3369.780.999706

3217.400.997075

0.001

0.00

力（kN/m）

P2i

当Fst=1.20时

-40.050.984969

329.140.942954

1540.160.913312

2277.550.952701

2825.430.976967

3287.640.98162

3326.530.978927

2826.690.986479

2345.22 1.000528

2074.38 1.003878

1927.91 1.004109

1734.80 1.002739

1606.50 1.000891

1513.490.975661

0.001

0.00

力（kN/m）

P2i

当Fst=1.30时

366.650.802522

974.960.922567

1449.720.970013

1761.990.972087

1861.160.987929

1824.950.998654

1788.880.996916

1712.260.995644

1639.910.997433

1609.360.994166

1404.730.991574

1314.650.993958

1191.390.987421

962.240.999999

0.001

0.00

力（kN/m）

P2i

当Fst=1.20时

-8.300.959871

482.430.931607

1166.240.999997

1382.420.95956

2677.070.981739

2751.890.979829

3555.350.947628

3324.550.980558

2850.430.99612

2723.520.997589

2460.400.99776

2346.070.992441

1319.09 1.006224

1122.70 1.003922

1021.990.996778

0.001

0.00

力（kN/m）

P2i

当Fst=1.30时

1538.420.962136

5722.440.937769

11455.190.90717

16498.110.916399

17565.190.97778

17291.530.991381

17516.920.914621

15448.48 1.023765

13957.850.991206

13239.220.98985

6946.050.992174

4917.24 1.00304

3995.480.988956

3712.671

2979.191

2646.54 1.005424

2434.190.994056

2291.651

2072.35 1.001493

1207.920.99847

939.95 1.00338

760.870.999903

力（kN/m）

P2i

当Fst=1.30时

1419.390.959865

5400.550.934373

10870.450.902561

15660.900.912138

16623.170.976343

16340.470.990777

16534.720.910291

14498.27 1.026161

13072.690.99059

12372.180.989145

6273.670.991622

4308.43 1.003273

3413.200.988194

3141.271

2428.341

2104.16 1.005849

1894.370.993631

1756.431

1539.25 1.001606

673.970.998357

404.45 1.00364

214.790.999903

力（kN/m）

P2i

当Fst=1.30时

2310.690.956341

7506.860.780336

10283.610.866154

8780.850.995593

7593.360.974948

5520.631

4991.19 1.007898

4276.480.995593

4064.231

3454.21 1.004102

3061.060.962838

2880.871

2796.550.999848

0.001