附表1 边坡稳定性计算表.docx
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1、附表1:滑坡稳定性计算及推力计算成果表2-2,剖面滑面I稳定性计算表条块号滑体体积Vl血Yl用量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力UKg倾角内聚力内摩擦角RTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(0)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)I5.2424.5128.38O3.0159.7173058.45110.8559.290.531.367.5529.2424.5226.38O2.5245.027300.838110.03160.13112.770.52
2、1.30.859136.65333.2224.5813.896.7922.224240.770362.62307.7874.720.921.30.794147.69415.7624.5386.127.7315.414240.946196.65102.600.001.131.30.95497.802-2剖面滑面2稳定性冲算表条块号滑体体积Vl重度Yl审量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(o)(KN/m
3、)(KN/m)(KN/m)(KN/m)122.6724.5555.4206.8039.81424217.16355.60132.790.611.3194.74228.9524.5709.2806.6231.194240.920296.62367.32185.180.611.30.939330.51333.2224.5813.896.7922.224240.917362.62307.78105.460.761.30.936348.65415.7624.5386.127.7315.414240.939196.65102.600.000.981.30.954289.493-3,剖面滑面1稳定性计算表
4、条块号滑体体积Vl重度Yl重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U血倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)ai(。)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)117.8724.5437.8205.4545.79730214.41313.82143.720.681.3155.230.3524.5743.5806.1919.224240.736337.37244.7882.970.961.30.747110.65313.8624.5339.57
5、7.0710.624240.936176.8862.580.001.261.30.93935.513-3剖面滑面2稳定性计算表条块号滑体体积Vl重度Yl重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U长度倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)126.2724.5643.6206.4234.39424262.15363.53124.400.721.3169.34226.2124.5642.1505.5
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