边坡稳定性验算.xls
条条分分法法边边坡坡稳稳定定性性验验算算表表一一）） 注 φ18.3 tgφ0.33 γ2.02T/m3 c5T/m2 R71.49m 土条 号 土条面 积Ai m2 土条重 吨 WiγAi xi m sinαi xi/R yi m cosαi yi/R Wisinαi 吨 Wicosαi 吨 Wicosαitgφ 吨 ∑li m ∑cli 吨 12.845.759.650.83438.870.5444.83.11.0 ∑li0.0174567.7771.4984.54 m ∑cli584.54422.7 吨 28.9718.157.630.80640.440.56614.610.23.4 316.0632.455.610.77840.930.57325.218.66.1 421.1442.753.590.75042.310.59232.025.38.3 525.2551.051.570.72144.30.62036.831.610.4 627.1554.849.570.69345.380.63538.034.811.5 728.2557.147.530.66547.200.66037.937.712.4 829.0358.645.510.63748.570.67937.339.813.1 929.5659.743.490.72149.580.69443.141.413.7 1029.8560.341.470.58051.320.71835.043.314.3 1129.9360.539.450.65452.610.73639.644.514.7 1229.9160.437.430.52453.990.75531.645.615.1 1331.5163.735.400.49555.650.77831.549.516.4 1432.0364.733.350.46656.400.78930.251.016.8 1531.7764.231.380.43957.190.80028.251.316.9 1631.3663.329.320.41057.730.80826.051.216.9 1730.7962.227.270.38158.640.82023.751.012.2 1830.0760.725.290.35460.000.83921.551.012.2 1929.2259.023.320.32660.320.84419.349.812.0 2028.2257.021.250.29761.360.85816.948.911.7 2127.1054.719.250.26962.240.87114.747.711.4 2225.8452.217.250.24163.510.88812.646.411.1 2324.4649.415.250.21364.630.90410.544.710.7 2423.8648.213.190.18565.040.9108.943.810.5 2523.7448.011.140.15665.520.9167.544.010.5 2622.3045.09.130.12865.840.9215.841.510.0 2720.7241.97.110.09966.400.9294.238.99.3 2819.0338.45.060.07166.860.9352.736.08.6 2917.2334.83.110.04467.490.9441.532.97.9 3015.6931.71.060.01567.920.9500.530.17.2 3112.8926.0-1.06-0.01568.300.955-0.424.96.0 3211.0322.3-2.98-0.04268.890.964-0.921.55.2 338.8517.9-4.99-0.07069.270.969-1.217.34.2 346.4613.0-7.01-0.09869.690.975-1.312.73.1 353.937.9-9.03-0.12670.030.980-1.07.81.9 361.342.7-10.28-0.14470.200.982-0.42.70.6 ∑636.9357.48 K1.225 1.25稳定 由上计算K值可知,该边坡达到稳定性要求。 计算复核审核 71.49 c 5 L 84.54 2.02tgφ1 0.33 tgφ20.24 422.7 1.254 条条分分法法边边坡坡稳稳定定性性验验算算表表一一）） 注 φ18.3 tgφ0.33 γ2.02T/m3 c5T/m2 R73.38m 土条号 土条面积 Ai m2 土条重 吨 WiγAi xi m sinαi xi/R yi m cosαi yi/R Wisinαi 吨 Wicosαi 吨 11.863.860.290.82240.770.5563.12.1 29.3518.958.720.80044.010.60015.111.3 314.6929.756.770.77446.500.63423.018.8 419.0838.554.860.74848.730.66428.825.6 521.3443.152.630.71751.130.69730.930.0 622.7345.950.600.69053.140.72431.733.3 723.7748.048.540.66155.030.75031.836.0 824.5449.646.710.63756.590.77131.638.2 925.0650.644.650.74158.230.79437.540.2 1025.3651.242.630.58159.720.81429.841.7 1125.5551.640.610.67460.110.81934.842.3 1227.3555.238.490.52562.470.85129.047.0 1328.0656.736.470.49763.670.86828.249.2 1427.9956.534.460.47064.790.88326.649.9 1527.7656.132.440.44265.820.89724.850.3 1627.3755.330.510.41666.730.90923.050.3 1726.8354.228.410.38767.640.92221.050.0 1826.1452.826.420.36068.460.93319.049.3 1925.3251.124.490.33469.170.94317.148.2 2024.3649.222.440.30669.860.95215.046.8 2123.2847.020.500.27970.460.96013.145.2 2222.0644.618.420.25171.030.96811.243.1 2321.6343.716.360.22371.530.9759.742.6 2421.6843.814.300.19571.970.9818.543.0 2520.4041.212.430.16972.320.9867.040.6 2619.0038.410.310.14172.650.9905.438.0 2717.4835.38.280.11372.910.9944.035.1 2815.8432.06.210.08573.110.9962.731.9 2914.3228.94.160.05773.260.9981.628.9 3011.8824.02.260.03173.340.9990.724.0 3110.5321.3-0.23-0.00373.340.999-0.121.3 328.1716.5-1.80-0.02573.340.999-0.416.5 335.9812.1-3.83-0.05273.280.999-0.612.1 343.667.4-5.86-0.08073.110.996-0.67.4 351.242.5-7.65-0.10472.980.995-0.32.5 360.00.0000.0000.00.0 ∑563.6 K1.330 1.25稳定 由上计算K值可知,该边坡达到稳定性要求。 计算复核审核 R73.38 c 5 L 81.61 γ 2.02tgφ1 0.33 tgφ20.24 Wicosαitg φ 吨 ∑li m ∑cli 吨 0.7 ∑li0.0174563.73973.3881.61 m ∑cli581.61408.05 吨 3.7 6.2 8.4 9.9 11.0 11.9 12.6 13.3 13.8 14.0 15.5 16.2∑cl408.1 16.5 16.6K1.330 16.6 16.5 11.8 11.6 11.2 10.8 10.4 10.2 10.3 9.7 9.1 8.4 7.7 6.9 5.8 5.1 4.0 2.9 1.8 0.6 0.0 341.63 条条分分法法边边坡坡稳稳定定性性验验算算表表一一）） 注 φ18.3 tgφ0.33 γ2.02T/m3 c5T/m2 R73.38m 由上计算K值可知,该边坡达到稳定性要求。 条条分分法法边边坡坡稳稳定定性性验验算算表表一一）） 注 φ18.3 tgφ0.33 γ2.02T/m3 c5T/m2 R71.49m 土条号 土条面积 Ai m2 土条重 吨 WiγAi xi m sinαi xi/R yi m cosαi yi/R Wisinαi 吨 Wicosαi 吨 16.5113.258.300.83838.120.54811.07.2 212.0824.456.150.80741.380.59519.714.5 317.2834.954.140.77843.880.63127.222.0 423.9948.551.860.74546.180.66436.132.2 528.6457.949.980.71848.450.69641.640.3 632.3765.447.960.68950.380.72445.147.3 733.8168.345.950.66052.160.75045.151.2 834.7070.143.930.63153.950.77544.354.3 935.1971.141.920.69555.480.79749.456.7 1035.4471.639.910.57457.010.81941.158.7 1135.4771.637.890.62958.330.83845.060.1 1235.3171.335.880.51659.610.85736.861.1 1335.0570.833.860.48760.80.87434.561.9 1436.5473.831.850.45861.780.88833.865.5 1536.7174.229.840.42962.860.90331.867.0 1636.2473.227.820.40063.740.91629.367.1 1735.6171.925.810.37164.550.92826.766.7 1836.0172.723.790.34265.370.93924.968.3 1933.9168.521.910.31566.100.95021.665.1 2032.8666.419.760.28466.730.95918.963.7 2131.6664.017.750.25567.290.96716.361.8 2230.3461.315.740.22667.790.97413.959.7 2328.8958.413.720.19768.210.98011.557.2 2427.3155.211.670.16868.570.9859.354.4 2526.6453.89.700.13968.910.9907.553.3 2626.2052.97.500.10869.030.9925.752.5 2724.5649.65.300.07669.090.9933.849.3 2822.7846.03.670.05369.480.9992.445.9 2920.9442.31.590.02369.561.0001.042.3 3018.8738.1-0.74-0.01169.641.001-0.438.2 3117.1734.7-2.48-0.03669.601.000-1.234.7 3214.0928.5-4.45-0.06469.651.001-1.828.5 3312.1424.5-6.54-0.09469.651.001-2.324.5 349.6519.5-8.51-0.12269.220.995-2.419.4 357.0514.2-10.48-0.15169.150.994-2.114.2 364.318.7-12.57-0.18168.430.983-1.68.6 371.402.8-14.30-0.20668.110.979-0.62.8 ∑722.4 K1.259 1.25稳定 由上计算K值可知,该边坡达到稳定性要求。 计算复核审核 R69.58 c 5 L 87.52689 γ 2.02tgφ1 0.33 tgφ20.24 Wicosαitg φ 吨 ∑li m ∑cli 吨 2.4 ∑li0.0174572.08869.5887.53 m ∑cli587.53437.63 吨 4.8 7.3 10.6 13.3 15.6 16.9 17.9 18.7 19.4 19.8 20.2 20.4∑cl437.6 21.6 22.1K1.259 22.1 16.0 16.4 15.6 15.3 14.8 14.3 13.7 13.0 12.8 12.6 11.8 11.0 10.1 9.2 8.3 6.8 5.9 4.7 3.4 2.1 0.7 471.76 条条分分法法边边坡坡稳稳定定性性验验算算表表一一）） 注 φ18.3 tgφ0.33 γ2.02T/m3 c5T/m2 R71.49m 由上计算K值可知,该边坡达到稳定性要求。 条条分分法法边边坡坡稳稳定定性性验验算算表表一一）） 注 φ18.3 tgφ0.33 γ2.02T/m3 c5T/m2 R70.79m 土条号 土条面积 Ai m2 土条重 吨 WiγAi xi m sinαi xi/R yi m cosαi yi/R Wisinαi 吨 Wicosαi 吨 10.811.660.610.85638.080.5381.40.9 26.2312.658.460.826400.56510.47.1 311.924.056.450.79742.820.60519.214.5 418.8238.054.170.76545.370.64129.124.4 523.7448.052.290.73947.70.67435.432.3 627.5655.750.270.71049.840.70439.539.2 729.3959.448.260.68251.810.73240.543.5 830.4961.646.290.65453.630.75840.346.7 931.1662.944.230.73455.320.78146.249.2 1031.6063.842.220.59656.790.80238.151.2 1131.8064.240.200.66758.250.82342.852.9 1231.8064.238.190.53959.60.84234.754.1 1331.6964.036.170.51160.850.86032.755.0 1433.2167.134.160.48362.010.87632.458.8 1533.6568.032.150.45463.090.89130.960.6 1633.3267.330.130.42664.030.90528.660.9 1732.8366.328.120.39764.890.91726.360.8 1832.1965.026.100.36965.840.93024.060.5 1930.1760.924.220.34266.590.94120.957.3 2030.4761.522.070.31267.240.95019.258.5 2129.4159.420.060.28367.880.95916.857.0 2228.2257.018.050.25568.450.96714.555.1 2326.8954.316.030.22668.960.97412.352.9 2425.4451.413.980.19769.390.98010.150.4 2524.7850.112.010.17069.790.9868.549.3 2624.5949.79.810.13970.100.9906.949.2 2723.0846.67.610.10870.350.9945.046.3 2821.4343.35.980.08470.540.9963.743.1 2919.6739.73.900.05570.690.9992.239.7 3017.8536.11.850.02670.771.0000.936.0 316.6613.50.480.00770.791.0000.113.5 329.5319.3-0.63-0.00970.791.000-0.219.3 3313.3026.9-2.20-0.03170.750.999-0.826.9 3411.4723.2-4.22-0.06070.670.998-1.423.1 359.1218.4-6.19-0.08770.510.996-1.618.3 366.6613.5-8.26-0.11770.320.993-1.613.4 374.088.2-10.23-0.14570.040.989-1.28.2 381.382.8-13.43-0.19069.530.982-0.52.7 ∑666.8 K1.261 1.25稳定 由上计算K值可知,该边坡达到稳定性要求。 计算复核审核 R70.79 c 5 L 84.99382 γ 2.02tgφ1 0.33 tgφ20.24 Wicosαitg φ 吨 ∑li m ∑cli 吨 0.3 ∑li0.0174572.08869.5887.53 m ∑cli587.53437.63 吨 2.3 4.8 8.0 10.7 12.9 14.3 15.4 16.2 16.9 17.4 17.8 18.2∑cl425.0 19.4 20.0K1.261 20.1 14.6 14.5 13.8 14.0 13.7 13.2 12.7 12.1 11.8 11.8 11.1 10.4 9.5 8.7 3.2 4.6 6.4 5.6 4.4 3.2 2.0 0.7 416.15 条条分分法法边边坡坡稳稳定定性性验验算算表表一一）） 注 φ18.3 tgφ0.33 γ2.02T/m3 c5T/m2 R70.79m 由上计算K值可知,该边坡达到稳定性要求。
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