边坡安全系数计算Excel公式.xls
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边坡安全系数计算Excel公式.xls
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例例题题8282(瑞瑞典典条条分分法法)土土条条编编号号中中心心高高度度hhii(m)(m)宽宽度度bbii(m)(m)滑滑面面长长度度llii(m)(m)CosCosiisinsinii重重量量WWii(KN/mKN/m)粘粘聚聚力力CCii(Kpa)(Kpa)15.654.59.280.48490.8746508.545210.644.56.730.66860.7436957.6312.744.55.630.79930.60091146.6413.534.55.10.88240.47061217.7513.384.54.760.94540.32601204.2612.464.54.580.98250.18611121.4710.94.24.210.99760.0689915.688.684.94.910.9980-0.0638850.6495.64.54.60.9783-0.2074504102.44.54.790.9395-0.3427216总和例例题题8383(毕毕肖肖普普条条分分法法)土土条条编编号号中中心心高高度度hhii(m)(m)宽宽度度bbii(m)(m)滑滑面面长长度度llii(m)(m)CosCosiisinsinii重重量量WWii(KN/mKN/m)试试算算FsFs15.654.59.280.48490.8746508.51210.644.56.730.66860.7436957.61312.744.55.630.79930.60091146.61413.534.55.10.88240.47061217.71513.384.54.760.94540.32601204.21612.464.54.580.98250.18611121.41710.94.24.210.99760.0689915.6188.684.94.910.9980-0.0638850.64195.64.54.60.9783-0.20745041102.44.54.790.9395-0.34272161总和例例题题8484(不不平平衡衡推推力力法法隐隐示示解解)土土条条编编号号重重量量WWii(KN/mKN/m)ii()()弧弧度度制制ii(rad)(rad)FsFstantaniiCCiiLLii11097.2570.99432.85671.000015.000015.50002240000.00002.85670.000012.000015.00003296.1-16.9-0.29482.85671.000015.000010.3200例例题题8484(不不平平衡衡推推力力法法显显示示解解)土土条条编编号号重重量量WWii(KN/mKN/m)ii()()弧弧度度制制ii(rad)(rad)FsFstantaniiCCiiLLii11097.2570.99433.46581.000015.000015.50002240000.00003.46580.000012.000015.00003296.1-16.9-0.29483.46581.000015.000010.3200例例题题2626(不不平平衡衡推推力力法法隐隐示示解解)土土条条编编号号重重量量WWii(KN/mKN/m)ii()()弧弧度度制制ii(rad)(rad)FsFstantaniiCCiiLLii148060.51.05541.15000.41425.00000.00002491018.50.32271.15000.30575.000031.800036650220.38381.15000.30575.000037.000046600170.29661.15000.30575.000042.8000531808.50.14831.15000.30575.000018.2000例例题题2626(不不平平衡衡推推力力法法显显示示解解)土土条条编编号号重重量量WWii(KN/mKN/m)ii()()弧弧度度制制ii(rad)(rad)FsFstantaniiCCiiLLii148060.51.05541.15000.41425.00000.00002491018.50.32271.15000.30615.000031.800036650220.38381.15000.30615.000037.000026600170.29661.15000.30615.000042.8000331808.50.14831.15000.30615.000018.2000tantaniiClCliiWiCosWiCosiitantanWisinWisinii安安全全系系数数FsFs0.1226417.630.23444.711.19302.8578.50712.05253.35112.36689.04229.5131.73573.04214.2139.57392.54206.1135.08208.68189.45111.9963.07220.95104.08-54.2620760.45-104.52215.5524.88-74.022456.55928.862850.34tantaniiCCii(Kpa)(Kpa)mmaiaiAAii(C(Ciibbii+0.5W+0.5Wiitantanii)AAii/m/maiaiWWii*sin*sinii1151.3595321.75236.6721444.71481.4122546.30386.8358712.05151.4002640.80457.6373689.04481.3529676.35499.9109573.03531.2714669.60526.6826392.53991.1686628.20537.5560208.68101.0665520.80488.322563.06980.9342498.82533.9695-54.26240.7709319.50414.4599-104.51860.5968175.50294.0728-74.01594376.11932850.3403传传递递系系数数(ii)PPii(KN/m)(KN/m)计计算算结结果果0.0000629.22.860.5451279.90.85510.0例例题题8282(瑞瑞典典条条分分法法)例例题题8383(毕毕肖肖普普条条分分法法)传传递递系系数数(ii)PPii(KN/m)(KN/m)计计算算结结果果0.00002357.63.46580.54511105.00.66630.0传传递递系系数数(ii)PPii(KN/m)(KN/m)计计算算结结果果(KN)(KN)0.00003326000.56563691.014410640.973011000.9498600传传递递系系数数(ii)PPii(KN/m)(KN/m)计计算算结结果果(KN)(KN)0.0003826630.5394131.01712110.97012460.944663勘技121潘金涛1208100218FsFs1.535
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