傳遞系數(shù)法完整版本

,,,,,,,,,,,,,,,,,,,,,

,,,根據(jù)公路路基設(shè)計(jì)規(guī)范（JTGD30-2004）,,,,,,,,根據(jù)巖土工程勘察規(guī)范（GB50021-94）,,,,,,,,,

,K51+600滑坡飽水工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,"傳遞系數(shù)

Ψj"

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.10時(shí)","P2i

當(dāng)Fst=1.20時(shí)",,

1,111.07,9.83,81.00,12.0,6.4,1.100,1.000,0.75,1.20,11.72,119.92,109.70,85.50,78.21,0.71,1.030,0.75,11.72,,0.95501027

2,318.94,5.10,69.00,12.0,6.4,1.100,0.955,254.33,1.20,294.58,73.91,297.75,55.18,222.29,0.75,,254.33,294.58,,0.970279623

3,511.44,4.66,60.00,12.0,6.4,1.100,0.970,649.58,1.20,732.93,84.41,442.92,64.94,340.80,0.77,,649.58,732.93,,0.982889507

4,652.72,4.46,54.00,12.0,6.4,1.100,0.983,1123.10,1.20,1257.83,96.23,528.06,75.33,413.38,0.78,,1123.10,1257.83,,0.960393116

5,1062.86,5.13,43.00,12.0,6.4,1.100,0.960,1727.90,1.20,1929.78,148.07,724.87,120.69,590.85,0.82,,1727.90,1929.78,,0.9371233

6,1326.83,4.97,28.00,12.0,6.4,1.100,0.937,2114.48,1.20,2365.96,189.97,622.91,165.24,541.81,0.87,,2114.48,2365.95,,0.978983993

7,1441.43,5.03,21.00,12.0,6.4,1.100,0.979,2428.10,1.20,2725.95,210.16,516.56,186.72,458.95,0.89,,2428.10,2725.94,,0.94337359

8,1657.88,5.72,7.00,12.0,6.4,1.100,0.943,2261.10,1.20,2562.28,251.76,202.05,237.11,190.29,0.94,,2261.09,2562.28,,0.995507057

9,1855.87,6.63,5.00,12.0,6.4,1.100,0.996,2143.51,1.20,2459.51,285.36,161.75,269.96,153.02,0.95,,2143.50,2459.51,,0.995507057

10,2456.19,8.70,3.00,12.0,6.4,1.100,0.996,1897.96,1.20,2225.40,377.31,128.55,358.57,122.16,0.95,,1897.96,2225.40,,0.997905514

11,2392.94,8.50,2.00,12.0,6.4,1.100,0.998,1617.72,1.20,1952.83,368.13,83.51,350.58,79.53,0.95,,1617.72,1952.83,,1.001789876

12,1919.99,6.86,3.00,12.0,6.4,1.100,1.002,1435.44,1.20,1781.20,295.71,100.48,281.11,95.52,0.95,,1435.44,1781.19,,0.982889507

13,650.42,2.34,-3.00,12.0,6.4,1.100,0.983,1273.11,1.20,1609.54,100.33,-34.04,97.03,-32.92,0.97,,1273.11,1609.54,,1

14,1214.97,4.48,-3.00,12.0,6.4,1.100,1.000,1014.34,1.20,1344.42,188.82,-63.59,182.62,-61.50,0.97,,1014.34,1344.42,,1.004453711

15,1290.85,5.34,0.00,12.0,6.4,1.100,1.004,811.13,1.20,1142.68,207.73,0.00,200.02,0.00,0.96,,811.13,1142.67,,0.997905514

16,837.31,4.46,-1.00,12.0,6.4,1.100,0.998,646.67,1.20,976.06,146.69,-14.61,141.54,-14.10,0.96,,646.67,976.06,,0.978983993

17,887.07,7.42,-8.00,12.0,6.4,1.100,0.979,310.54,1.20,620.66,186.74,-123.46,184.05,-121.68,0.99,,310.54,620.66,,0.997905514

18,161.53,4.15,-9.00,12.0,6.4,1.100,0.998,214.54,1.20,521.49,67.55,-25.27,66.72,-24.96,0.99,,214.54,521.49,,0.987688341

19,,,,,,,,,,,0.00,0.00,0.00,0.00,,,211.90,0.00,,

,,,,,,,,,,,,,,,,,,,,,

,K52+450K52+450～K52+600(H11)右側(cè)滑坡天然工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.20時(shí)","P2i

當(dāng)Fst=1.30時(shí)",,

1,187.77,8.51,61.46,13.0,8.0,1.100,1.000,58.21,1.20,74.70,123.24,164.95,99.02,132.54,0.80,1.130,74.70,91.20,,0.958400498

2,438.79,6.06,51.10,13.0,8.0,1.100,0.958,313.84,1.20,363.80,117.55,341.46,98.55,286.27,0.84,,363.80,413.75,,0.95189213

3,349.68,3.27,39.59,13.0,8.0,1.100,0.952,463.53,1.20,533.37,80.37,222.87,70.78,196.29,0.88,,533.37,603.21,,0.958524731

4,667.12,5.29,29.25,13.0,8.0,1.100,0.959,652.27,1.20,751.81,150.63,325.99,138.40,299.54,0.92,,751.81,851.35,,0.974118878

5,621.20,4.56,21.97,13.0,8.0,1.100,0.974,750.77,1.20,870.98,140.26,232.40,132.30,219.21,0.94,,870.98,991.18,,0.99199012

6,945.20,6.50,19.18,13.0,8.0,1.100,0.992,876.46,1.20,1026.76,209.97,310.61,199.65,295.35,0.95,,1026.76,1177.07,,0.981712381

7,1029.21,6.32,13.63,13.0,8.0,1.100,0.982,904.58,1.20,1076.39,222.70,242.59,215.71,234.97,0.97,,1076.39,1248.21,,0.982038919

8,1484.52,8.53,8.16,13.0,8.0,1.100,0.982,802.69,1.20,992.49,317.44,210.73,313.09,207.84,0.99,,992.49,1182.29,,0.995123797

9,1511.10,8.37,6.37,13.0,8.0,1.100,0.995,663.30,1.20,868.94,319.93,167.69,317.10,166.20,0.99,,868.94,1074.58,,1.000677677

10,1620.71,8.89,6.65,13.0,8.0,1.100,1.001,528.45,1.20,753.00,341.83,187.75,338.57,185.96,0.99,,753.00,977.56,,0.99743577

11,1517.07,8.57,5.67,13.0,8.0,1.100,0.997,368.29,1.20,607.25,323.60,149.81,321.33,148.76,0.99,,607.25,846.21,,0.997638508

12,995.34,6.26,4.76,13.0,8.0,1.100,0.998,237.39,1.20,484.05,220.80,82.53,219.78,82.14,1.00,,484.04,730.70,,0.998937782

13,378.85,2.88,4.33,13.0,8.0,1.100,0.999,178.13,1.20,427.38,90.51,28.63,90.18,28.53,1.00,,427.38,676.63,,0.999556214

14,489.39,4.76,4.16,13.0,8.0,1.100,1.000,86.54,1.20,339.23,130.51,35.46,130.10,35.35,1.00,,339.23,591.92,,0.999723927

15,215.97,2.93,4.04,13.0,8.0,1.100,1.000,34.94,1.20,289.08,68.33,15.23,68.14,15.18,1.00,,289.08,543.22,,0.9996866

16,90.72,2.10,3.92,13.0,8.0,1.100,1.000,1.66,1.20,256.34,40.08,6.20,39.98,6.18,1.00,,256.34,511.02,,0.999578363

17,76.88,5.59,3.75,13.0,8.0,1.100,1.000,-76.29,1.20,178.78,83.48,5.02,83.30,5.01,1.00,,178.78,433.86,,0.997862968

,,,,,,,,,,,,,,,,,0.00,0.00,,1

,,,,,,,,,,,,,,,,,0.00,0.00,,

,,,,,,,,,,,,,,,,,,,,,

,,,根據(jù)公路路基設(shè)計(jì)規(guī)范（JTGD30-2004）,,,,,,,,根據(jù)巖土工程勘察規(guī)范（GB50021-94）,,,,,,,,,

,K60+250左20m(H13)滑坡飽水工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.10時(shí)","P2i

當(dāng)Fst=1.20時(shí)",,

1,299.47,12.05,63.80,35.0,24.0,1.100,1.000,-185.06,1.20,-158.19,480.64,268.71,308.10,172.25,0.64,1.089,-185.06,-158.19,,0.962991895

2,93.44,1.70,59.41,35.0,24.0,1.100,0.963,7.94,1.20,15.98,80.55,80.44,53.62,53.55,0.67,,-170.27,-136.35,,0.954594146

3,597.90,7.43,54.11,35.0,24.0,1.100,0.955,124.23,1.20,180.35,416.20,484.41,290.23,337.79,0.70,,-45.89,34.93,,0.941766509

4,368.65,3.15,47.47,35.0,24.0,1.100,0.942,194.63,1.20,274.65,221.18,271.66,163.77,201.15,0.74,,34.42,137.70,,0.982053371

5,208.40,1.75,45.25,35.0,24.0,1.100,0.982,227.51,1.20,320.89,126.45,148.01,95.34,111.60,0.75,,70.17,186.40,,0.983395512

6,494.25,4.00,43.20,35.0,24.0,1.100,0.983,295.34,1.20,421.01,300.56,338.34,230.44,259.41,0.77,,140.62,288.75,,0.988415851

7,251.25,1.98,41.75,35.0,24.0,1.100,0.988,323.09,1.20,464.03,152.86,167.30,118.58,129.77,0.78,,170.16,333.31,,0.990838441

8,1453.32,10.27,40.60,35.0,24.0,1.100,0.991,509.70,1.20,743.92,850.74,945.73,666.02,740.38,0.78,,358.17,614.39,,0.98713954

9,1179.78,7.14,38.99,35.0,24.0,1.100,0.987,661.61,1.20,967.06,658.11,742.35,521.93,588.73,0.79,,512.03,839.20,,0.992890615

10,747.91,4.28,38.09,35.0,24.0,1.100,0.993,752.58,1.20,1101.99,411.90,461.42,329.00,368.56,0.80,,604.06,975.04,,0.98322002

11,1206.47,6.19,36.02,35.0,24.0,1.100,0.983,869.14,1.20,1283.64,651.21,709.46,529.03,576.34,0.81,,723.11,1158.82,,0.956530711

12,1152.16,5.49,30.93,35.0,24.0,1.100,0.957,850.51,1.20,1306.21,632.19,592.13,536.91,502.89,0.85,,710.83,1186.81,,0.969390153

13,150.41,0.76,27.25,35.0,24.0,1.100,0.969,813.93,1.20,1262.56,86.30,68.86,75.61,60.33,0.88,,678.53,1146.82,,0.965053823

14,1008.05,6.43,23.09,35.0,24.0,1.100,0.965,582.41,1.20,1054.89,637.90,395.29,579.11,358.86,0.91,,451.74,943.19,,0.961864059

15,547.38,6.28,18.57,35.0,24.0,1.100,0.962,301.11,1.20,773.01,450.88,174.36,425.55,164.56,0.94,,175.42,665.57,,0.988308743

16,33.01,0.95,17.11,35.0,24.0,1.100,0.988,260.91,1.20,728.26,47.37,9.71,45.24,9.27,0.95,,136.69,622.08,,0.997584503

17,24.45,2.32,16.80,35.0,24.0,1.100,0.998,176.47,1.20,643.40,91.58,7.07,87.67,6.77,0.96,,52.55,537.47,,0.957307254

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,,,0.00,0.00,,

,,,,,,,,,,,,,,,,,,,,,

,29右側(cè)滑坡天然工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.20時(shí)","P2i

當(dāng)Fst=1.30時(shí)",,

1,594.32,15.95,67.67,18.0,13.0,1.100,1.000,265.43,1.20,320.41,339.30,549.76,242.91,393.58,0.72,1.075,320.41,375.39,,0.962588844

2,1094.03,8.92,60.38,18.0,13.0,1.100,0.963,1016.31,1.20,1164.33,285.32,951.03,212.21,707.32,0.74,,1164.33,1312.35,,0.956231793

3,1340.71,6.50,52.08,18.0,13.0,1.100,0.956,1828.02,1.20,2075.33,307.24,1057.66,238.97,822.64,0.78,,2075.33,2322.63,,0.952587131

4,2492.63,8.40,43.23,18.0,13.0,1.100,0.953,3049.04,1.20,3455.36,570.41,1707.37,465.74,1394.07,0.82,,3455.36,3861.68,,0.958275871

5,2848.72,7.43,35.25,18.0,13.0,1.100,0.958,4059.70,1.20,4613.49,670.87,1644.31,571.62,1401.04,0.85,,4613.49,5167.29,,0.958060286

6,5320.30,11.56,27.24,18.0,13.0,1.100,0.958,5268.25,1.20,6042.36,1300.13,2435.41,1156.28,2165.94,0.89,,6042.36,6816.47,,0.955857055

7,6561.05,12.40,18.89,18.0,13.0,1.100,0.956,5716.01,1.20,6668.36,1656.27,2124.16,1541.04,1976.38,0.93,,6668.36,7620.71,,0.965756663

8,9012.48,15.46,12.11,18.0,13.0,1.100,0.966,5287.50,1.20,6396.34,2312.72,1890.87,2228.12,1821.70,0.96,,6396.33,7505.16,,0.980892963

9,10777.47,17.53,8.00,18.0,13.0,1.100,0.981,4057.51,1.20,5295.20,2779.54,1500.52,2730.02,1473.78,0.98,,5295.20,6532.90,,0.994341351

10,5038.92,8.09,6.67,18.0,13.0,1.100,0.994,3376.82,1.20,4666.01,1301.16,584.94,1285.26,577.79,0.99,,4666.01,5955.19,,0.997691328

11,3856.98,6.31,6.11,18.0,13.0,1.100,0.998,2821.34,1.20,4148.58,998.91,410.20,988.98,406.13,0.99,,4148.57,5475.80,,0.997757484

12,5226.26,10.25,5.56,18.0,13.0,1.100,0.998,1986.63,1.20,3361.53,1385.37,506.35,1374.68,502.44,0.99,,3361.52,4736.41,,0.997797472

13,3661.58,10.17,5.02,18.0,13.0,1.100,0.998,1309.85,1.20,2713.78,1025.14,320.66,1019.47,318.89,0.99,,2713.78,4117.70,,0.99848627

14,2371.42,9.82,4.65,18.0,13.0,1.100,0.998,797.02,1.20,2218.07,722.48,192.40,719.58,191.62,1.00,,2218.06,3639.11,,0.999198535

15,1021.23,7.47,4.46,18.0,13.0,1.100,0.999,514.10,1.20,1941.94,369.56,79.35,368.37,79.09,1.00,,1941.94,3369.78,,0.999705526

16,289.12,6.31,4.38,18.0,13.0,1.100,1.000,358.15,1.20,1787.78,180.11,22.10,179.58,22.03,1.00,,1787.78,3217.40,,0.997075066

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,1782.55,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,1782.55,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,,,1782.55,0.00,,

,,,,,,,,,,,,,,,,,,,,,

,,,根據(jù)公路路基設(shè)計(jì)規(guī)范（JTGD30-2004）,,,,,,,,根據(jù)巖土工程勘察規(guī)范（GB50021-94）,,,,,,,,,

,K90+880～K91+170(H31)滑坡飽水工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.10時(shí)","P2i

當(dāng)Fst=1.20時(shí)",,

1,137.08,6.67,57.95,24.0,15.0,1.100,1.000,-51.68,1.20,-40.05,179.48,116.19,132.66,85.88,0.74,1.056,-51.67,-40.05,,0.984968952

2,724.09,9.67,55.02,24.0,15.0,1.100,0.985,309.21,1.20,368.59,343.34,593.27,257.64,445.19,0.75,,258.37,329.14,,0.942954461

3,2320.35,13.59,45.64,24.0,15.0,1.100,0.943,1355.33,1.20,1577.36,760.89,1658.91,605.52,1320.16,0.80,,1307.54,1540.16,,0.91331201

4,2611.83,9.39,32.55,24.0,15.0,1.100,0.913,1968.10,1.20,2311.52,815.24,1405.11,710.34,1224.32,0.87,,1924.57,2277.55,,0.952701111

5,3598.24,10.76,24.51,24.0,15.0,1.100,0.953,2381.23,1.20,2857.80,1135.48,1492.58,1038.50,1365.10,0.91,,2339.90,2825.43,,0.976966956

6,5346.09,14.25,20.19,24.0,15.0,1.100,0.977,2669.03,1.20,3319.26,1686.43,1844.76,1578.75,1726.97,0.94,,2628.81,3287.64,,0.981620008

7,3585.97,8.91,16.66,24.0,15.0,1.100,0.982,2616.40,1.20,3357.58,1134.26,1027.98,1081.72,980.37,0.95,,2577.02,3326.53,,0.978927093

8,7050.47,18.41,12.67,24.0,15.0,1.100,0.979,1976.77,1.20,2857.08,2285.12,1546.15,2226.19,1506.28,0.97,,1938.36,2826.69,,0.986478798

9,3349.51,10.74,10.01,24.0,15.0,1.100,0.986,1448.54,1.20,2375.20,1141.65,582.00,1127.45,574.76,0.99,,1410.70,2345.22,,1.000527957

10,1713.29,7.56,10.12,24.0,15.0,1.100,1.001,1147.10,1.20,2104.38,633.31,301.03,625.11,297.13,0.99,,1109.26,2074.38,,1.003877747

11,1044.61,4.93,10.97,24.0,15.0,1.100,1.004,977.13,1.20,1958.02,393.11,198.83,386.51,195.49,0.98,,939.17,1927.91,,1.004109117

12,1478.35,7.44,11.88,24.0,15.0,1.100,1.004,749.65,1.20,1765.03,566.18,304.28,554.41,297.96,0.98,,711.56,1734.80,,1.002739338

13,847.45,5.46,12.48,24.0,15.0,1.100,1.003,600.33,1.20,1636.82,352.72,183.06,344.44,178.77,0.98,,562.16,1606.50,,1.000891252

14,293.66,3.96,12.67,24.0,15.0,1.100,1.001,499.98,1.20,1543.83,171.72,64.39,167.54,62.83,0.98,,461.77,1513.49,,0.975660912

,,,,,,,,0.00,1.20,0.00,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,0.00,1.20,0.00,0.00,0.00,0.00,0.00,,,0.00,0.00,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,K109+290(H54)滑坡天然工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.20時(shí)","P2i

當(dāng)Fst=1.30時(shí)",,

1,518.95,15.07,67.87,14.5,11.5,1.100,1.000,270.50,1.20,318.57,258.30,480.73,170.42,317.16,0.66,1.074,318.57,366.65,,0.802522237

2,1121.93,7.50,41.23,14.5,11.5,1.100,0.803,749.92,1.20,862.44,280.47,739.37,230.57,607.84,0.82,,862.44,974.96,,0.922567268

3,1609.95,8.47,27.42,14.5,11.5,1.100,0.923,1093.83,1.20,1271.78,413.57,741.41,368.53,660.66,0.89,,1271.77,1449.72,,0.970012971

4,1771.43,8.70,20.82,14.5,11.5,1.100,0.970,1290.82,1.20,1526.41,462.95,629.77,425.29,578.53,0.92,,1526.41,1761.99,,0.972087498

5,2388.62,11.35,14.61,14.5,11.5,1.100,0.972,1282.66,1.20,1571.91,634.80,602.43,599.90,569.30,0.95,,1571.91,1861.16,,0.987929021

6,2016.19,9.57,11.60,14.5,11.5,1.100,0.988,1172.38,1.20,1498.67,540.61,405.29,517.13,387.68,0.96,,1498.66,1824.95,,0.998653538

7,2173.29,10.33,11.22,14.5,11.5,1.100,0.999,1052.58,1.20,1420.73,583.50,422.99,558.91,405.16,0.96,,1420.73,1788.88,,0.996915516

8,1881.58,9.34,10.38,14.5,11.5,1.100,0.997,910.40,1.20,1311.33,512.01,339.16,491.95,325.88,0.96,,1311.33,1712.26,,0.995643973

9,939.06,4.95,9.22,14.5,11.5,1.100,0.996,811.46,1.20,1225.69,260.42,150.40,251.31,145.14,0.97,,1225.69,1639.91,,0.997432554

10,279.21,1.65,8.51,14.5,11.5,1.100,0.997,774.78,1.20,1192.07,80.08,41.34,77.48,40.00,0.97,,1192.07,1609.36,,0.994166106

11,1375.83,9.28,6.97,14.5,11.5,1.100,0.994,541.61,1.20,973.17,412.38,167.03,401.33,162.55,0.97,,973.17,1404.73,,0.99157443

12,376.14,2.96,4.80,14.5,11.5,1.100,0.992,452.50,1.20,883.57,119.18,31.49,116.97,30.90,0.98,,883.57,1314.65,,0.993958451

13,414.49,4.23,3.21,14.5,11.5,1.100,0.994,329.81,1.20,760.60,145.48,23.20,143.65,22.91,0.99,,760.60,1191.39,,0.987420801

14,390.29,9.35,0.08,14.5,11.5,1.100,0.987,111.38,1.20,536.81,214.91,0.57,214.91,0.57,1.00,,536.81,962.24,,0.999998924

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,,,0.00,0.00,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,,,根據(jù)公路路基設(shè)計(jì)規(guī)范（JTGD30-2004）,,,,,,,,根據(jù)巖土工程勘察規(guī)范（GB50021-94）,,,,,,,,,

,K109+950～K110+150(H55)滑坡飽水工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.10時(shí)","P2i

當(dāng)Fst=1.20時(shí)",,

1,89.26,6.34,61.99,15.0,10.5,1.100,1.000,-16.18,1.20,-8.30,102.86,78.80,78.17,59.88,0.76,1.201,-6.83,-8.30,,0.959870789

2,771.74,11.03,53.19,15.0,10.5,1.100,0.960,428.61,1.20,490.40,251.08,617.90,198.78,489.17,0.79,,422.05,482.43,,0.931606528

3,1343.03,8.63,40.04,15.0,10.5,1.100,0.932,1029.69,1.20,1173.66,320.04,864.03,271.96,734.25,0.85,,1023.59,1166.24,,0.999996719

4,397.19,2.27,40.04,15.0,10.5,1.100,1.000,1220.33,1.20,1389.85,90.44,255.53,19.87,56.15,0.22,,1214.22,1382.42,,0.959559711

5,3421.26,15.53,31.19,15.0,10.5,1.100,0.960,2344.36,1.20,2684.19,775.44,1771.66,177.58,405.72,0.23,,2338.50,2677.07,,0.98173928

6,398.07,1.59,26.55,15.0,10.5,1.100,0.982,2407.46,1.20,2758.88,89.81,177.92,81.01,160.50,0.90,,2401.71,2751.89,,0.979829202

7,4078.96,15.47,21.50,15.0,10.5,1.100,0.980,3068.35,1.20,3562.20,935.35,1495.26,861.13,1376.62,0.92,,3062.71,3555.35,,0.947627607

8,5110.10,16.95,10.72,15.0,10.5,1.100,0.948,2768.04,1.20,3331.04,1184.76,950.14,1151.04,923.10,0.97,,2762.69,3324.55,,0.980557519

9,3593.18,12.30,5.82,15.0,10.5,1.100,0.981,2268.27,1.20,2856.80,847.07,364.66,839.28,361.30,0.99,,2263.03,2850.43,,0.99611953

10,796.47,3.12,4.69,15.0,10.5,1.100,0.996,2137.12,1.20,2729.87,193.93,65.07,192.89,64.72,0.99,,2131.90,2723.52,,0.997589155

11,1530.42,6.71,3.97,15.0,10.5,1.100,0.998,1864.82,1.20,2466.72,383.56,105.83,382.43,105.52,1.00,,1859.62,2460.40,,0.997759955

12,550.39,2.99,3.29,15.0,10.5,1.100,0.998,1748.67,1.20,2352.38,146.76,31.62,146.66,31.60,1.00,,1743.47,2346.07,,0.99244143

13,3767.26,26.90,1.17,15.0,10.5,1.100,0.992,718.51,1.20,1325.35,1101.51,76.88,1109.13,77.41,1.01,,713.36,1319.09,,1.006223611

14,801.79,7.45,3.31,15.0,10.5,1.100,1.006,513.76,1.20,1129.00,260.14,46.29,260.32,46.32,1.00,,508.57,1122.70,,1.003922343

15,243.11,5.57,4.60,15.0,10.5,1.100,1.004,408.71,1.20,1028.32,128.51,19.50,128.10,19.44,1.00,,403.50,1021.99,,0.996778035

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,1.00,,0.00,0.00,,1

,,,,,,,,,,,0.00,0.00,0.00,0.00,,,0.00,0.00,,

,,,,,,,,,,,,,,,,,,,,,

,K92+070～K92+270右側(cè)(H35)滑坡飽水工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.20時(shí)","P2i

當(dāng)Fst=1.30時(shí)",,

1,1924.84,24.80,64.80,14.0,14.0,1.100,1.000,1364.26,1.20,1538.42,551.58,1741.67,363.63,1148.21,0.66,1.167,1364.26,1538.42,,0.962135569

2,5118.62,19.65,57.80,14.0,14.0,1.100,0.962,5121.75,1.20,5722.45,955.20,4331.23,654.51,2967.76,0.69,,5121.75,5722.44,,0.93776862

3,8908.38,18.55,47.29,14.0,14.0,1.100,0.938,10237.29,1.20,11455.20,1766.27,6545.94,1290.56,4782.93,0.73,,10237.28,11455.19,,0.90716964

4,14385.85,19.73,32.96,14.0,14.0,1.100,0.907,14610.60,1.20,16498.12,3285.75,7826.72,2646.48,6303.95,0.81,,14610.59,16498.11,,0.91639941

5,15799.58,17.59,19.73,14.0,14.0,1.100,0.916,15302.10,1.20,17565.21,3954.29,5333.86,3475.50,4688.02,0.88,,15302.09,17565.19,,0.977780164

6,1908.04,2.06,15.31,14.0,14.0,1.100,0.978,15028.35,1.20,17291.54,487.74,503.64,438.42,452.72,0.90,,15028.34,17291.53,,0.991381027

7,17539.44,19.01,13.45,14.0,14.0,1.100,0.991,14865.43,1.20,17516.93,4519.36,4078.16,4097.73,3697.69,0.91,,14865.42,17516.92,,0.914620953

8,2164.54,2.37,0.00,14.0,14.0,1.100,0.915,13023.38,1.20,15448.49,572.86,0.00,567.90,0.00,0.99,,13023.37,15448.48,,1.023765304

9,17052.28,19.56,7.39,14.0,14.0,1.100,1.024,11255.75,1.20,13957.87,4490.15,2193.66,4347.97,2124.19,0.97,,11255.74,13957.85,,0.991206254

10,3987.36,4.61,5.50,14.0,14.0,1.100,0.991,10522.69,1.20,13239.23,1054.15,381.88,1029.82,373.07,0.98,,10522.68,13239.22,,0.989849548

11,31351.74,38.47,3.33,14.0,14.0,1.100,0.990,4075.12,1.20,6946.05,8342.33,1819.62,8233.40,1795.86,0.99,,4075.12,6946.05,,0.992174116

12,8439.40,11.36,1.63,14.0,14.0,1.100,0.992,2044.78,1.20,4917.24,2262.43,239.98,2250.50,238.72,0.99,,2044.78,4917.24,,1.003039793

13,4240.08,6.34,2.35,14.0,14.0,1.100,1.003,1096.94,1.20,3995.49,1144.98,173.56,1135.49,172.13,0.99,,1096.94,3995.48,,0.988955767

14,877.01,1.43,0.00,14.0,14.0,1.100,0.989,846.14,1.20,3712.68,238.68,0.00,239.35,0.00,1.00,,846.14,3712.67,,1

15,2671.21,4.82,0.00,14.0,14.0,1.100,1.000,112.65,1.20,2979.19,733.49,0.00,735.53,0.00,1.00,,112.65,2979.19,,1

16,1193.24,2.51,0.00,14.0,14.0,1.100,1.000,-219.99,1.20,2646.54,332.65,0.00,333.57,0.00,1.00,,-219.99,2646.54,,1.005424369

17,881.54,2.22,1.31,14.0,14.0,1.100,1.005,-228.72,1.20,2434.19,250.82,20.10,250.17,20.05,1.00,,-449.90,2434.19,,0.994055795

18,436.74,1.37,0.00,14.0,14.0,1.100,0.994,-128.07,1.20,2291.65,128.07,0.00,128.50,0.00,1.00,,-575.30,2291.65,,1

19,712.77,2.97,0.00,14.0,14.0,1.100,1.000,-219.29,1.20,2072.36,219.29,0.00,220.03,0.00,1.00,,-794.59,2072.35,,1.001492896

20,2712.45,15.07,0.35,14.0,14.0,1.100,1.001,-869.18,1.20,1207.92,887.26,16.44,888.90,16.47,1.00,,-1664.96,1207.92,,0.998470364

21,761.31,5.45,0.00,14.0,14.0,1.100,0.998,-266.12,1.20,939.95,266.12,0.00,267.02,0.00,1.00,,-1928.53,939.95,,1.003380216

22,391.17,6.52,0.80,14.0,14.0,1.100,1.003,-182.81,1.20,760.87,188.81,5.46,188.81,5.46,,,-2117.85,760.87,,0.99990273

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

,K92+070～K92+270右側(cè)(H35)滑坡天然工況推力計(jì)算表,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,

"土條

編號(hào)","土條重量

Wi

(kN/m3)","滑面長(zhǎng)度Li

(m)","滑面傾角

α

(°)","內(nèi)聚力

c

(kPa)","內(nèi)摩擦角

φ

(°)","穩(wěn)定系數(shù)

Fs","傳遞系數(shù)

Ψi","剩余下滑力

Ti(kN)","安全系數(shù)

Fst","滑坡推力

Ti(kN)",Ri,Ti,Ri*∏Ψj,Ti*∏Ψj,∏Ψj,Fs,滑坡推力（kN/m）,,,

,,,,,,,,,,,,,,,,,"P1i

當(dāng)Fst=1.20時(shí)","P2i

當(dāng)Fst=1.30時(shí)",,

1,1709.89,24.80,64.80,16.0,15.0,1.200,1.000,1264.68,1.30,1419.39,591.93,1547.17,381.59,997.38,0.64,1.284,1264.68,1419.39,,0.959864959

2,4547.00,19.65,57.80,16.0,15.0,1.200,0.960,4867.29,1.30,5400.56,963.67,3847.54,647.20,2584.01,0.67,,4867.29,5400.55,,0.934373042

3,7913.53,18.55,47.29,16.0,15.0,1.200,0.934,9790.70,1.30,10870.45,1735.09,5814.92,1247.13,4179.60,0.72,,9790.69,10870.45,,0.902560543

4,12779.31,19.73,32.96,16.0,15.0,1.200,0.903,13991.10,1.30,15660.92,3188.80,6952.67,2539.46,5536.89,0.80,,13991.09,15660.90,,0.912137814

5,14035.16,17.59,19.73,16.0,15.0,1.200,0.912,14626.26,1.30,16623.18,3821.39,4738.20,3336.38,4136.83,0.87,,14626.25,16623.17,,0.97634333

6,1694.96,2.06,15.31,16.0,15.0,1.200,0.976,14346.07,1.30,16340.49,471.06,447.40,421.24,400.08,0.89,,14346.05,16340.47,,0.990776661

7,15580.72,19.01,13.45,16.0,15.0,1.200,0.991,14196.43,1.30,16534.73,4364.59,3622.73,3939.30,3269.73,0.90,,14196.42,16534.72,,0.910291272

8,1922.81,2.37,0.00,16.0,15.0,1.200,0.910,12369.75,1.30,14498.29,553.14,0.00,548.44,0.00,0.99,,12369.74,14498.27,,1.026160795

9,15147.96,19.56,7.39,16.0,15.0,1.200,1.026,10693.62,1.30,13072.70,4338.15,1948.68,4191.65,1882.87,0.97,,10693.61,13072.69,,0.990590352

10,3542.08,4.61,5.50,16.0,15.0,1.200,0.991,9981.56,1.30,12372.19,1018.51,339.23,993.46,330.89,0.98,,9981.56,12372.18,,0.989144942

11,27850.53,38.47,3.33,16.0,15.0,1.200,0.989,3747.36,1.30,6273.68,8065.54,1616.41,7953.52,1593.96,0.99,,3747.36,6273.67,,0.991622421

12,7496.93,11.36,1.63,16.0,15.0,1.200,0.992,1781.97,1.30,4308.44,2189.81,213.18,2177.65,212.00,0.99,,1781.97,4308.43,,1.003272662

13,3766.57,6.34,2.35,16.0,15.0,1.200,1.003,863.05,1.30,3413.21,1109.77,154.18,1100.00,152.82,0.99,,863.05,3413.20,,0.988193521

14,779.07,1.43,0.00,16.0,15.0,1.200,0.988,621.23,1.30,3141.28,231.63,0.00,232.33,0.00,1.00,,621.23,3141.27,,1

15,2372.90,4.82,0.00,16.0,15.0,1.200,1.000,-91.70,1.30,2428.34,712.94,0.00,715.10,0.00,1.00,,-91.70,2428.34,,1

16,1059.98,2.51,0.00,16.0,15.0,1.200,1.000,-324.18,1.30,2104.16,324.18,0.00,325.17,0.00,1.00,,-415.88,2104.16,,1.005848903

17,783.10,2.22,1.31,16.0,15.0,1.200,1.006,-223.88,1.30,1894.37,245.30,17.85,244.62,17.80,1.00,,-642.20,1894.37,,0.993631261

18,387.97,1.37,0.00,16.0,15.0,1.200,0.994,-125.88,1.30,1756.43,125.88,0.00,126.33,0.00,1.00,,-763.98,1756.43,,1

19,633.17,