岩质边坡稳定性计算表表格推荐下载.xlsx

1、稳稳定定系系数数=1.4331.433剩剩余余下下滑滑力力=0.000.00岩岩土土质质边边坡坡稳稳定定性性计计算算表表（折折线线形形岩岩土土界界面面传传递递系系数数法法）计算工况条块编号填土地表荷载（kN）降雨饱和面积（m2）条块重量（kN）滑面长（m）天然重度（kN/m3）饱和重度（kN/m3）浸润面上面积（m2）浸润面下饱水面积（m2）饱和工况120.0021.0010.13202.6011.15220.0021.0030.38607.6011.15320.0021.0035.18703.607.78420.0021.0047.68953.607.46基坑边坡B15-B16段（16-16

2、）顺向岩质边坡稳定性计算表工况天然破坏模式沿层面滑移破坏重度r r（KN/m3）24.25计算简图面积S S（m2）113.53重量Q Q（KN/m）2753.10滑面长度l l（m）30.14内聚力c c（kPa）50.00内摩擦角（）18.00结构面倾角（）15.00抗滑力R R（KN/m）2371.06下滑力T T（KN/m）712.56稳定系数KsKs3.3283.328安全系数1.300稳定性评价稳定填填方方边边坡坡圆圆弧弧滑滑动动稳稳定定性性计计算算表表条块编号条块天然面积S（m2）条块饱和面积（m2）水下部分面积（m2）条块天然重度r（kN/m3）条块饱和重度（kN/m3）条块重

3、量Wi（kN/m）滑面长度Li（m）滑面倾角i（）C（kPa）15.3720.0021.00107.42.1276.000.00214.6420.0021.00292.81.6356.000.00319.1920.0021.00383.81.2142.000.00422.3120.0021.00446.21.0632.000.00524.8320.0021.00496.61.0122.000.00626.0920.0021.00521.81.0113.000.00726.7020.0021.005341.014.000.00滑面倾角（）内聚力（kPa）内摩擦角（）水位线倾角（）孔隙水压力（kN

4、/m）渗透压力（kN/m）地震加速度（g）传递系数抗滑力（kN/m）累积抗滑力（kN/m）下滑力（kN/m）10.000.0021.000.000.0076.5976.5935.1810.000.0021.000.000.00229.69229.69105.5115.000.0021.000.000.00260.88260.88182.1115.000.0021.000.000.000.97353.58353.58246.81（）水力坡度角（）hi（m）动水压力（kN/m）Ni（kN/m）滑动分力Ti（kN/m）抗滑分力Ri（kN/m）Ti（kN/m）Ri（kN/m）稳定系数Ks安全系数Kst

5、20.000.000.000.0025.98104.219.46104.219.460.091.3020.000.000.000.00163.73242.7459.59346.9569.050.201.3020.000.000.000.00285.22256.81103.81603.76172.860.291.3020.000.000.000.00378.40236.45137.73840.21310.590.371.3020.000.000.000.00460.44186.03167.591026.24478.170.471.3020.000.000.000.00508.43117.3818

6、5.051143.62663.230.581.3020.000.000.000.00532.7037.25193.891180.87857.110.731.30岩岩土土质质边边坡坡稳稳定定性性计计算算表表（折折线线形形岩岩土土界界面面传传递递系系数数法法）填填方方边边坡坡圆圆弧弧滑滑动动稳稳定定性性计计算算表表累积下滑力（kN/m）稳定系数Kf安全系数Ks剩余下滑力（kN/m）35.182.1771.300.00105.512.1771.300.00182.111.4331.300.00246.811.4331.300.00剩余下滑力（kN/m）126.02381.99612.03781.69855.94823.48678.02