天然工况空港四路互通SK0+000～SK0+130段右侧边坡稳定计算书

------------------------------------------------------------------------计算项目：天然工况空港四路互通SK0+000～SK0+130段右侧边坡稳定计算------------------------------------------------------------------------[计算简图][控制参数]:采用规范: 通用方法计算目标: 安全系数计算滑裂面形状:圆弧滑动法不考虑地震[坡面信息]坡面线段数14坡面线号水平投影(m)竖直投影(m)超载数18.6020.1290257.012-0.7800313.2708.8460410.7307.1540510.0000.0000621.00012.000076.0000.000085.0212.8690915.9799.1310106.0000.0000110.2240.1280122.9741.7000135.000-0.20401438.306-1.5870[土层信息]坡面节点数15编号X(m)Y(m)00.0000.000-18.6020.129-265.615-0.651-378.8848.195-489.61515.349-599.61515.349-6120.61527.349-7126.61527.349-8131.63530.218-9147.61539.349-10153.61539.349-11153.83839.477-12156.81341.176-13161.81340.972-14200.11839.386附加节点数19编号X(m)Y(m)1180.64239.0362200.11838.115380.6638.128483.7478.0105100.6637.3686120.6646.6087140.6645.6218160.6644.6349180.6643.64810200.1183.64811200.11814.90312180.66218.02913148.10425.246140.000-11.53215200.118-11.53216200.118-7.48117180.664-6.35218149.926-4.18519120.6340.611不同土性区域数5区号重度饱和重度粘结强度孔隙水压节点(kN/m3)(kN/m3)(kpa)力系数编号119.00020.00040.000---(-13,-12,-11,1,2,-14,)219.50020.50040.000---(-3,3,4,5,6,7,8,9,10,11,12,13,-8,-7,-6,-5,-4,)323.00024.00040.000---(3,-3,-2,-1,0,14,15,16,17,18,19,4,)422.00023.00040.000---(6,5,4,19,18,17,16,10,9,8,7,)519.50020.50040.000---(-8,13,12,11,2,1,-11,-10,-9,)区号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)110.00010.0005.0005.000250.00015.00040.00010.0003500.00035.000450.00030.000470.00020.00060.00015.000550.00015.00040.00010.000区号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值1------------2------------3------------4------------5------------不考虑水的作用[计算条件]圆弧稳定分析方法:Bishop法土条重切向分力与滑动方向反向时:当下滑力对待稳定计算目标:给定圆弧出入、口范围搜索危险滑面条分法的土条宽度:5.000(m)圆弧入口起点x坐标:150.000(m)圆弧入口终点x坐标:170.000(m)圆弧出口起点x坐标:60.000(m)圆弧出口终点x坐标:80.000(m)搜索时的圆心步长:10.000(m)入口搜索步长:1.000(m)出口搜索步长:1.000(m)搜索圆弧底的上限:1000.000(m)搜索圆弧底的下限:-1000.000(m)圆弧限制最小矢高:1.000(m)------------------------------------------------------------------------计算结果:------------------------------------------------------------------------[计算结果图]最不利滑动面:滑动圆心=(88.007,108.711)(m)滑动半径=100.179(m)滑动安全系数=1.198起始x终止x?liCi謎条实重浮力地震力渗透力附加力X附加力Y下滑力抗滑力m鑙超载竖向地震力地震力(m)(m)(度)(m)(kPa)(度)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)--------------------------------------------------------------------------------------------------------------------79.88484.749-3.2574.87440.00015.00166.990.000.000.000.000.00-9.49242.240.988110.000.0084.74989.615-0.4724.86640.00015.00489.750.000.000.000.000.00-4.04326.340.998480.000.0089.61594.6152.3515.00540.00015.00653.380.000.000.000.000.0026.80372.621.006570.000.0094.61599.6155.2185.02140.00015.00621.120.000.000.000.000.0056.49361.981.012300.000.0099.615103.8147.8664.24040.00015.00577.560.000.000.000.000.0079.04317.881.015330.000.00103.814108.01410.3004.26940.00015.00719.110.000.000.000.000.00128.57354.931.016210.000.00108.014112.21412.7524.30740.00015.00845.480.000.000.000.000.00186.62388.631.015240.000.00112.214116.41415.2284.35340.00015.00956.290.000.000.000.000.00251.19419.061.012370.000.00116.414120.61417.7344.41040.00015.001051.040.000.000.000.000.00320.15446.261.007540.000.00120.615123.61519.9083.19140.00015.00749.870.000.000.000.000.00255.34320.351.001790.000.00123.615126.61521.7443.23040.00015.00683.100.000.000.000.000.00253.06304.310.995810.000.00126.615129.12523.4502.73640.00015.00550.750.000.000.000.000.00219.17250.660.989340.000.00129.125131.63525.0252.77040.00015.00565.640.000.000.000.000.00239.27256.440.982590.000.00131.635136.04327.2354.95840.00015.001015.190.000.000.000.000.00464.59461.300.971860.000.00136.043140.45030.1105.09640.00015.001024.330.000.000.000.000.00513.86471.640.955750.000.00140.450144.85833.0715.26040.00015.001007.620.000.000.000.000.00549.84476.490.936630.000.00144.858147.61535.5443.38850.00015.00610.170.000.000.000.000.00354.71327.980.918750.000.00147.615150.61537.5963.78750.00015.00584.920.000.000.000.000.00356.85339.820.902610.000.00150.615153.61539.7963.90550.00015.00444.260.000.000.000.000.00284.35304.330.884030.000.00153.615153.83840.9970.29650.00015.0027.520.000.000.000.000.0018.0521.250.873330.000.00153.838156.81342.2304.01750.00015.00333.810.000.000.000.000.00224.36276.310.861940.000.00156.813160.31044.7894.92850.00015.00233.700.000.000.000.000.00164.64283.720.837060.000.00160.310161.81246.8262.19610.00010.0023.750.000.000.000.000.0017.3224.920.770970.000.00总的下滑力=6050.765(kN)总的抗滑力=7349.442(kN)土体部分下滑力=6050.765(kN)土体部分抗滑力=7349.442(kN)筋带在滑弧切向产生的抗滑力=0.000(kN)筋带在滑弧法向产生的抗滑力 =0.000(kN)------------------------------------------------------------------------计算项目：暴雨工况空港四路互通SK0+000～SK0+130段右侧边坡稳定计算------------------------------------------------------------------------[计算简图][控制参数]:采用规范: 通用方法计算目标: 安全系数计算滑裂面形状:圆弧滑动法不考虑地震[坡面信息]坡面线段数14坡面线号水平投影(m)竖直投影(m)超载数18.6020.1290257.012-0.7800313.2708.8460410.7307.1540510.0000.0000621.00012.000076.0000.000085.0212.8690915.9799.1310106.0000.0000110.2240.1280122.9741.7000135.000-0.20401438.306-1.5870[土层信息]坡面节点数15编号X(m)Y(m)00.0000.000-18.6020.129-265.615-0.651-378.8848.195-489.61515.349-599.61515.349-6120.61527.349-7126.61527.349-8131.63530.218-9147.61539.349-10153.61539.349-11153.83839.477-12156.81341.176-13161.81340.972-14200.11839.386附加节点数19编号X(m)Y(m)1180.64239.0362200.11838.115380.6638.128483.7478.0105100.6637.3686120.6646.6087140.6645.6218160.6644.6349180.6643.64810200.1183.64811200.11814.90312180.66218.02913148.10425.246140.000-11.53215200.118-11.53216200.118-7.48117180.664-6.35218149.926-4.18519120.6340.611不同土性区域数5区号重度饱和重度粘结强度孔隙水压节点(kN/m3)(kN/m3)(kpa)力系数编号119.00020.00040.000---(-13,-12,-11,1,2,-14,)219.50020.50040.000---(-3,3,4,5,6,7,8,9,10,11,12,13,-8,-7,-6,-5,-4,)323.00024.00040.000---(3,-3,-2,-1,0,14,15,16,17,18,19,4,)422.00023.00040.000---(6,5,4,19,18,17,16,10,9,8,7,)519.50020.50040.000---(-8,13,12,11,2,1,-11,-10,-9,)区号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)110.00010.0005.0005.000250.00015.00040.00010.0003500.00035.000450.00030.000470.00020.00060.00015.000550.00015.00040.00010.000区号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值1------------2------------3------------4------------5------------[水面信息]采用有效应力法孔隙水压力采用近似方法计算考虑渗透力作用不考虑边坡外侧静水压力水面线段数19水面线起始点坐标:(0.000,20.000)水面线号水平投影(m)竖直投影(m)1100.0000.00022.0001.00033.0001.00044.0001.00055.0001.00066.0000.500710.0005.000810.0005.000910.0005.0001010.0005.0001110.0005.0001210.0005.0001310.0005.0001410.0005.0001510.0005.0001610.0005.0001710.0005.0001810.0005.0001910.0005.000[计算条件]圆弧稳定分析方法:Bishop法土条重切向分力与滑动方向反向时:当下滑力对待稳定计算目标:给定圆弧出入、口范围搜索危险滑面条分法的土条宽度:5.000(m)圆弧入口起点x坐标:150.000(m)圆弧入口终点x坐标:170.000(m)圆弧出口起点x坐标:60.000(m)圆弧出口终点x坐标:80.000(m)搜索时的圆心步长:10.000(m)入口搜索步长:1.000(m)出口搜索步长:1.000(m)搜索圆弧底的上限:1000.000(m)搜索圆弧底的下限:-1000.000(m)圆弧限制最小矢高:1.000(m)------------------------------------------------------------------------计算结果:------------------------------------------------------------------------[计算结果图]最不利滑动面:滑动圆心=(84.358,118.022)(m)滑动半径=109.251(m)滑动安全系数=1.017起始x终止x?liCi謎条实重浮力地震力渗透力附加力X附加力Y下滑力抗滑力m鑙超载竖向地震力地震力(m)(m)(度)(m)(kPa)(度)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)--------------------------------------------------------------------------------------------------------------------79.88484.749-1.0714.8660.00030.00166.2881.110.000.000.000.00-1.5949.560.992260.000.0084.74989.6151.4824.8670.00030.00488.05238.070.000.000.000.006.46142.881.010130.000.0089.61594.6154.0725.0130.00030.00643.10313.710.000.000.000.0023.39185.321.026210.000.0094.61599.6156.7075.0350.00030.00594.72290.110.000.000.000.0035.58169.041.040410.000.0099.615100.0008.1290.3890.00030.0044.1821.550.000.000.000.003.2012.481.047160.000.00100.000104.9189.5394.9870.00030.00671.99327.800.000.000.000.0057.04188.681.053220.000.00104.918109.83612.1675.0310.00030.00860.21419.610.000.000.000.0092.86239.351.062800.000.00109.836114.75414.8205.0880.00030.001024.50499.760.000.000.000.00134.22283.081.070210.000.00114.754117.68416.9573.0640.00030.00676.75306.780.000.000.000.00107.90198.791.074520.000.00117.684120.61518.5713.0910.00030.00716.00279.260.000.000.000.00139.09234.171.076770.000.00120.615123.61520.2203.1970.00030.00717.79254.580.000.000.000.00160.10248.041.078200.000.00123.615126.61521.9073.2340.00030.00646.71219.900.000.000.000.00159.24228.431.078730.000.00126.615129.12523.4722.7370.00030.00517.15155.180.000.000.000.00144.17193.791.078390.000.00129.125131.63524.9162.7680.00030.00529.31126.860.000.000.000.00169.54215.671.077360.000.00131.635135.81626.8714.6880.00030.00896.82142.650.000.000.000.00340.87405.091.074880.000.00135.816139.99829.3584.7980.00030.00900.0349.180.000.000.000.00417.15459.141.069910.000.00139.998143.99831.8514.71040.00015.00849.990.000.000.000.000.00448.55408.810.948500.000.00143.998147.61534.2334.37450.00015.00747.510.000.000.000.000.00420.52408.750.932380.000.00147.615150.61536.3573.72550.00015.00543.980.000.000.000.000.00322.48322.650.916640.000.00150.615153.61538.3373.82550.00015.00409.990.000.000.000.000.00254.31288.460.900840.000.00153.615153.72339.3770.14150.00015.0012.320.000.000.000.000.007.829.800.892110.000.00153.723153.83839.4530.14950.00015.0012.950.000.000.000.000.008.2310.340.891460.000.00153.838156.81340.5183.91350.00015.00308.700.000.000.000.000.00200.56262.340.882190.000.00156.813160.18842.7494.59750.00015.00214.010.000.000.000.000.00145.27262.370.861780.000.00160.188161.81244.5522.28010.00010.0025.740.000.000.000.000.0018.0626.000.799290.000.00总的下滑力=5268.015(kN)总的抗滑力=5453.013(kN)土体部分下滑力=5268.015(kN)土体部分抗滑力=5453.013(kN)筋带在滑弧切向产生的抗滑力=0.000(kN)筋带在滑弧法向产生的抗滑力 =0.000(kN)------------------------------------------------------------------------计算项目：地震工况空港四路互通SK0+000～SK0+130段右侧边坡稳定计算------------------------------------------------------------------------[计算简图][控制参数]:采用规范: 通用方法计算目标: 安全系数计算滑裂面形状:圆弧滑动法地震烈度:7度水平地震系数:0.100地震作用综合系数:0.250地震作用重要性系数:1.000地震力作用位置:质心处水平加速度分布类型：矩形[坡面信息]坡面线段数14坡面线号水平投影(m)竖直投影(m)超载数18.6020.1290257.012-0.7800313.2708.8460410.7307.1540510.0000.0000621.00012.000076.0000.000085.0212.8690915.9799.1310106.0000.0000110.2240.1280122.9741.7000135.000-0.20401438.306-1.5870[土层信息]坡面节点数15编号X(m)Y(m)00.0000.000-18.6020.129-265.615-0.651-378.8848.195-489.61515.349-599.61515.349-6120.61527.349-7126.61527.349-8131.63530.218-9147.61539.349-10153.61539.349-11153.83839.477-12156.81341.176-13161.81340.972-14200.11839.386附加节点数19编号X(m)Y(m)1180.64239.0362200.11838.115380.6638.128483.7478.0105100.6637.3686120.6646.6087140.6645.6218160.6644.6349180.6643.64810200.1183.64811200.11814.90312180.66218.02913148.10425.246140.000-11.53215200.118-11.53216200.118-7.48117180.664-6.35218149.926-4.18519120.6340.611不同土性区域数5区号重度饱和重度粘结强度孔隙水压节点(kN/m3)(kN/m3)(kpa)力系数编号119.00020.00040.000---(-13,-12,-11,1,2,-14,)219.50020.50040.000---(-3,3,4,5,6,7,8,9,10,11,12,13,-8,-7,-6,-5,-4,)323.00024.00040.000---(3,-3,-2,-1,0,14,15,16,17,18,19,4,)422.00023.00040.000---(6,5,4,19,18,17,16,10,9,8,7,)519.50020.50040.000---(-8,13,12,11,2,1,-11,-10,-9,)区号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)110.00010.0005.0005.000250.00015.00040.00010.0003500.00035.000450.00030.000470.00020.00060.00015.000550.00015.00040.00010.000区号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值1------------2------------3------------4------------5------------不考虑水的作用[计算条件]圆弧稳定分析方法:Bishop法土条重切向分力与滑动方向反向时:当下滑力对待稳定计算目标:给定圆弧出入、口范围搜索危险滑面条分法的土条宽度:1.000(m)圆弧入口起点x坐标:150.000(m)圆弧入口终点x坐标:170.000(m)圆弧出口起点x坐标:60.000(m)圆弧出口终点x坐标:80.000(m)搜索时的圆心步长:10.000(m)入口搜索步长:1.000(m)出口搜索步长:1.000(m)搜索圆弧底的上限:1000.000(m)搜索圆弧底的下限:-1000.000(m)圆弧限制最小矢高:1.000(m)------------------------------------------------------------------------计算结果:------------------------------------------------------------------------[计算结果图]最不利滑动面:滑动圆心=(88.007,108.711)(m)滑动半径=100.179(m)滑动安全系数=1.046起始x终止x?liCi謎条实重浮力地震力渗透力附加力X附加力Y下滑力抗滑力m鑙超载竖向地震力地震力(m)(m)(度)(m)(kPa)(度)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)(kN)--------------------------------------------------------------------------------------------------------------------79.88480.857-4.3720.97640.00015.006.860.000.170.000.000.00-0.3541.500.982320.000.0080.85781.830-3.8140.97540.00015.0020.490.000.510.000.000.00-0.8545.100.984900.000.0081.83082.803-3.2560.97540.00015.0033.940.000.850.000.000.00-1.0948.640.987380.000.0082.80383.776-2.6990.97440.00015.0047.210.001.180.000.000.00-1.0652.120.989770.000.0083.77684.749-2.1420.97440.00015.0060.300.001.510.000.000.00-0.7755.530.992060.000.0084.74985.722-1.5850.97340.00015.0073.210.001.830.000.000.00-0.2358.890.994260.000.0085.72286.695-1.0280.97340.00015.0085.940.002.150.000.000.000.5662.190.996360.000.0086.69587.668-0.4720.97340.00015.0098.490.002.460.000.000.001.5965.420.998370.000.0087.66888.6410.0850.97340.00015.00110.860.002.770.000.000.002.8568.611.000290.000.0088.64189.6150.6410.97340.00015.00123.050.003.080.000.000.004.3571.731.002110.000.0089.61590.6151.2051.00040.00015.00132.470.003.310.000.000.005.9975.191.003850.000.0090.61591.6151.7781.00040.00015.00131.960.003.300.000.000.007.2874.921.005530.000.0091.61592.6152.3501.00140.00015.00131.260.003.280.000.000.008.5574.601.007100.000.0092.61593.6152.9221.00140.00015.00130.370.003.260.000.000.009.7974.251.008580.000.0093.61594.6153.4951.00240.00015.00129.270.003.230.000.000.0011.0073.851.009950.000.0094.61595.6154.0681.00340.00015.00127.980.003.200.000.000.0012.1773.411.011220.000.0095.61596.6154.6421.00340.00015.00126.500.003.160.000.000.0013.2972.921.012400.000.0096.61597.6155.2161.00440.00015.00124.810.003.120.000.000.0014.3572.391.013470.000.0097.61598.6155.7911.00540.00015.00122.940.003.070.000.000.0015.3771.821.014440.000.0098.61599.6156.3661.00640.00015.00120.860.003.020.000.000.0016.3171.201.015310.000.0099.615100.6156.9421.00740.00015.00124.150.003.100.000.000.0017.9972.011.016080.000.00100.615101.6157.5181.00940.00015.00132.830.003.320.000.000.0020.5674.231.016750.000.00101.615102.6158.0961.01040.00015.00141.300.003.530.000.000.0023.2776.401.017310.000.00102.615103.6158.6741.01240.00015.00149.560.003.740.000.000.0026.1178.531.017780.000.00103.615104.6159.2531.01340.00015.00157.630.003.940.000.000.0029.0880.611.018140.000.00104.615105.6159.8331.01540.00015.00165.490.004.140.000.000.0032.1682.631.018390.000.00105.615106.61510.4141.01740.00015.00173.160.004.330.000.000.0035.3684.621.018540.000.00106.615107.61510.9961.01940.00015.00180.620.004.520.000.000.0038.6786.561.018590.000.00107.615108.61511.5791.02140.00015.00187.860.004.700.000.000.0042.0888.451.018530.000.00108.615109.61512.1631.02340.00015.00194.900.004.870.000.000.0045.5990.291.018370.000.00109.615110.61512.7491.02540.00015.00201.750.005.040.000.000.0049.1892.091.018100.000.00110.615111.61513.3361.02840.00015.00208.370.005.210.000.000.0052.8593.851.017720.000.00111.615112.61513.9251.03040.00015.00214.780.005.370.000.000.0056.6095.561.017230.000.00112.615113.61514.5151.03340.00015.00220.980.005.520.000.000.0060.4297.221.016630.000.00113.615114.61515.1061.03640.00015.00226.980.005.670.000.000.0064.3098.851.015930.000.00114.615115.61515.7001.03940.00015.00232.740.005.820.000.000.0068.23100.421.015110.000.00115.615116.61516.2951.04240.00015.00238.290.005.960.000.000.0072.21101.961.014180.000.00116.615117.61516.8911.04540.00015.00243.620.006.090.000.000.0076.24103.451.013140.000.00117.615118.61517.4901.04840.00015.00248.740.006.220.000.000.0080.29104.891.011990.000.00118.615119.61518.0911.05240.00015.00253.620.006.340.000.000.0084.37106.291.010720.000.00119.615120.61518.6931.05640.00015.00258.280.006.460.000.000.0088.47107.651.009330.000.00120.615121.61519.2981.06040.00015.00257.130.006.430.000.000.0090.62107.491.007830.000.00121.615122.61519.9051.06440.00015.00250.190.006.250.000.000.0090.66105.811.006210.000.00122.615123.61520.5151.06840.00015.00243.020.006.080.000.000.0090.48104.081.004470.000.00123.615124.61521.1271.07240.00015.00235.600.005.890.000.000.0090.06102.291.002610.000.00124.615125.61521.7411.07740.00015.00227.940.005.700.000.000.0089.39100.451.000620.000.00125.615126.61522.3581.08140.00015.00220.050.005.500.000.000.0088.4898.550.998510.000.00126.615127.45122.9270.90940.00015.00181.780.004.540.000.000.0074.7581.990.996460.000.00127.451128.28823.4480.91240.00015.00183.730.004.590.000.000.0077.0682.660.994500.000.00128.288129.12523.9710.91640.00015.00185.540.004.640.000.000.0079.3583.310.992450.000.00129.125129.96224.4960.92040.00015.00187.190.004.680.000.000.0081.6083.920.990310.000.00129.962130.79825.0230.92340.00015.00188.700.004.720.000.000.0083.8284.510.988080.000.00130.798131.635