等厚土層土坡穩(wěn)定計(jì)算結(jié)果

1、計(jì)算項(xiàng)目：等厚土層土坡穩(wěn)定計(jì)算1 計(jì)算簡(jiǎn)圖 %LiZhengScript%InsertDxf=&WD_0006_WD_DH_JT.DXF%LiZhengScript%控制參數(shù):采用規(guī)范：通用方法計(jì)算目標(biāo)：安全系數(shù)計(jì)算滑裂面形狀：圓弧滑動(dòng)法不考慮地震 坡面信息坡面線段數(shù)2坡面線號(hào) 水平投影(m)豎直投影(m) 超載數(shù)2.9702.970010.0000.0001超載 1 距離 0.010(m) 寬 10.000(m) 荷載(3.50-3.50kPa) 270.00(度)土層信息上部土層數(shù)3層號(hào)層厚重度飽和重度孔隙水壓(m)(kN/m3)(kN/m3)力系數(shù)10.30018.00020.000-2

2、1.50019.10021.100-31.17017.60019.600-層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)10.00030.00010.00025.000233.90016.40010.00025.000311.0009.10010.00025.000層號(hào)十字板T強(qiáng)度增十字板T水強(qiáng)度增長(zhǎng)系123(kPa)-長(zhǎng)系數(shù)-下值(kPa)-數(shù)水下值-下部土層數(shù)1層號(hào)層厚重度飽和重度孔隙水壓(m)(kN/m3)(kN/m3)力系數(shù)117.00017.60019.600-層號(hào)粘聚力內(nèi)摩擦角水下粘聚水下內(nèi)摩(kPa)(度)力(kPa)擦角(度)111.0009.1001

3、0.00025.000層號(hào)十字板T強(qiáng)度增十字板T水強(qiáng)度增長(zhǎng)系(kPa)長(zhǎng)系數(shù)下值(kPa)數(shù)水下值1-水面信息采用有效應(yīng)力法孔隙水壓力采用近似方法計(jì)算不考慮滲透力作用考慮邊坡外側(cè)靜水壓力水面線段數(shù)3水面線起始點(diǎn)坐標(biāo)：(-4.000,1.640)水面線號(hào)水平投影(m)豎直投影(m) TOC o 1-5 h z 5.6400.0001.5001.00010.0000.000計(jì)算條件圓弧穩(wěn)定分析方法：瑞典條分法土條重切向分力與滑動(dòng)方向反向時(shí)：當(dāng)下滑力對(duì)待穩(wěn)定計(jì)算目標(biāo)：自動(dòng)搜索最危險(xiǎn)滑裂面條分法的土條寬度：1.000(m)搜索時(shí)的圓心步長(zhǎng)：1.000(m)搜索時(shí)的半徑步長(zhǎng)：0.500(m)計(jì)算結(jié)果:

4、計(jì)算結(jié)果圖 %LiZhengScript%InsertDxf=&WD_0006_WD_DH_AQXS.DXF%LiZhengScript%最不利滑動(dòng)面：滑動(dòng)圓心=(0.668,4.318)(m)滑動(dòng)半徑=4.369(m)滑動(dòng)安全系數(shù)=1.781起始x 起始x 終止x ali Ci i 條實(shí)重浮力地震力滲透力 附加力X附加力Y下滑力 抗滑力超載 豎向地震力地震力(m)(m)(度)(m) (kPa)(度)(kN) (kN) (kN) (kN) (kN)(kN) (kN) (kN) (kN) (kN)-0.0000.300 -6.813 0.302 10.00025.001.010.500.000.

5、004.274.47 -4.893.020.000.000.3000.818 -1.432 0.518 10.00025.006.373.110.000.004.845.60 -5.146.650.000.000.8181.3365.381 0.521 10.00025.0011.855.710.000.002.192.92 -0.808.150.000.001.3361.640 10.824 0.310 10.00025.009.274.440.000.000.300.461.535.340.000.001.6401.800 13.934 0.165 10.00025.005.502.580

6、.000.000.000.001.322.970.000.001.8001.880 15.560 0.083 10.00025.002.891.330.000.000.000.000.781.530.000.001.8802.385 19.619 0.536 10.00025.0020.008.870.000.000.000.006.72 10.250.000.002.3852.970 27.464 0.660 10.00025.0026.3111.000.000.000.000.00 12.13 12.940.000.002.9703.140 33.124 0.203 10.00025.007.863.270.000.000.000.564.604.040.000.003.1403.689 39.102 0.709 10.00025.0022.239.350.000.000.001.92 15.23 12.440.000.003.6894.239 49.280 0.844 10.00025.0015.946.370.000.000.001.92 13.54 11.930.000.004.2394.702 61.113 0.961 10.00025.006.511.950