輸電運(yùn)檢用房邊坡支護(hù)計(jì)算書(shū)

輸電運(yùn)檢用房邊坡支護(hù)計(jì)算書(shū)計(jì)算項(xiàng)目：簡(jiǎn)單平面滑動(dòng)穩(wěn)定分析1(2-2)［計(jì)算簡(jiǎn)圖］［計(jì)算條件］［基本參數(shù)］極限平衡法(建坡規(guī)范附錄A.0.2)計(jì)算安全系數(shù)邊坡高度：16.800(m)結(jié)構(gòu)面傾角：62.0(°)結(jié)構(gòu)面內(nèi)摩擦角：15.0(°)結(jié)構(gòu)面粘聚力：40.0(kPa)地震角：1.500水平外荷載Px(kN):0.0(kN/m)豎向外荷載Py(kN):10.0(kN/m)［坡線(xiàn)參數(shù)］坡線(xiàn)段數(shù)4序號(hào)水平投影(m)豎向投影(m)傾角(°)1 4.1298.25863.42 2.5212.52145.03 2.7392.91046.74 16.8503.Ill10.5［巖層參數(shù)］層數(shù)5序號(hào)控制點(diǎn)Y坐標(biāo)容重錨桿和巖石粘結(jié)強(qiáng)度(m)(kN/m3)frb(kPa)1 21.30025.0360.0計(jì)算方法計(jì)算目標(biāo)215.00025.0360.037.80025.0360.04-3.20025.0360.05-3.20025.0360.0［計(jì)算結(jié)果］巖體重量：28.9(kN)水平外荷載：0.0(kN)豎向外荷載：10.0(kN)水平地震作用：0.7(kN)側(cè)面裂隙水壓力：0.0(kN)底面裂隙水壓力：0.0(kN)結(jié)構(gòu)面上正壓力：17.6(kN)總下滑力：34.7(kN)總抗滑力：404.2(kN)安全系數(shù)：11.664軟件版本：理正巖土6.5PB4計(jì)算項(xiàng)目：簡(jiǎn)單平面滑動(dòng)穩(wěn)定分析1(3-3)［計(jì)算簡(jiǎn)圖］［計(jì)算條件］［基本參數(shù)］計(jì)算方法:極限平衡法(建坡規(guī)范附錄A.0.2)計(jì)算目標(biāo)：計(jì)算安全系數(shù)邊坡高度：21.930(m)結(jié)構(gòu)面傾角：62.0(°)結(jié)構(gòu)面內(nèi)摩擦角：15.0(°)結(jié)構(gòu)面粘聚力：40.0(kPa)地震角：1.500水平外荷載Px(kN):0.0(kN/m)豎向外荷載Py(kN):10.0(kN/m)［坡線(xiàn)參數(shù)］坡線(xiàn)段數(shù)6序號(hào)水平投影(m)豎向投影(m)傾角(。)14.0008.00063.421.5000.0000.033.1066.21363.443.5703.57045.051.9661.57338.7612.3002.57411.8［巖層參數(shù)］層數(shù)5序號(hào)控制點(diǎn)Y坐標(biāo)容重錨桿和巖石粘結(jié)強(qiáng)度(m)(kN/m3)frb(kPa)121.30020.0360.0215.00025.0360.037.80025.0360.04-3.20025.0360.05-3.20025.0360.0［計(jì)算結(jié)果］25.425.4(kN)0.0(kN)10.0(kN)0.6(kN)0.0(kN)0.0(kN)16.O(kN)31.5(kN)366.7(kN)11.633安全系數(shù)：軟件版本:理正巖土6.5PB4計(jì)算項(xiàng)目：簡(jiǎn)單平面滑動(dòng)穩(wěn)定分析1(4-4)［計(jì)算簡(jiǎn)圖］極限平衡法(建坡規(guī)范附錄A.0.2)極限平衡法(建坡規(guī)范附錄A.0.2)計(jì)算安全系數(shù)18.518(m)62.0(°)15.0(°)40.0(kPa)1.5000.0(kN/m)10.0(kN/m)［基本參數(shù)］計(jì)算方法：計(jì)算目標(biāo)：邊坡高度：結(jié)構(gòu)面傾角：結(jié)構(gòu)面內(nèi)摩擦角：結(jié)構(gòu)面粘聚力：地震角：水平外荷載Px(kN):豎向外荷載Py(kN):［坡線(xiàn)參數(shù)］坡線(xiàn)段數(shù) 6傾角(。)63.445.038.78.2傾角(。)63.445.038.78.258.414.712.9785.95822.0692.06932.7792.22345.6740.81953.1605.14068.8002.309［巖層參數(shù)］層數(shù)5序號(hào)控制點(diǎn)Y坐標(biāo)容重錨桿和巖石粘結(jié)強(qiáng)度(m)(kN/m3)frb(kPa)121.30025.0360.0215.00025.0360.037.80025.0360.04-3.20025.0360.05-3.20025.0360.0［計(jì)算結(jié)果］15.l(kN)0.0(kN)15.l(kN)0.0(kN)0(kN)0.4(kN)0.0(kN)0.0(kN)5(kN)22.3(kN)291.4(kN)13.03815.l(kN)0.0(kN)0(kN)0.4(kN)0.0(kN)0.0(kN)15.l(kN)0.0(kN)0(kN)0.4(kN)0.0(kN)0.0(kN)5(kN)22.3(kN)291.4(kN)13.038安全系數(shù)：軟件版本:理正巖±6.5PB43.排水溝設(shè)計(jì)排水溝斷面取400mmX400mm,設(shè)計(jì)水力坡降為0.01；集水井?dāng)嗝鏋?000mmX1000mm,深1500mm。經(jīng)計(jì)算，設(shè)