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边坡稳定性分析输入数据项目信息日期:2016/6/17分析设置(为当前任务输入的分析设置)稳定性分析荷载分析:NB35047-2015中国水电工程水工建筑物抗震设计规范验算方法:中国规范安全系数持久设计状况折线滑面的安全系数:SFpolyg1.30[–]圆弧滑面的安全系数:SFcirc1.30[–]安全系数偶然设计状况折线滑面的安全系数:SFpolyg1.05[–]圆弧滑面的安全系数:SFcirc1.05[–]安全系数设计状况折线滑面的安全系数:SFpolyg1.05[–]圆弧滑面的安全系数:SFcirc1.05[–]多多上点坐标[m]编号多位置xzxzxz10.0013.517.8113.428.5313.4214.0014.2019.3815.2123.8716.0429.7217.5234.8919.0938.4220.0940.5120.4443.1120.9946.0021.4047.4521.7750.4721.6352.6821.8556.4322.3558.5622.7360.9323.1662.1623.3564.2423.5667.7623.9271.1624.2674.4624.5477.3624.8679.3324.8382.1225.0287.0225.2189.7925.3293.8425.6497.6726.19100.0726.63100.9526.64103.0926.69107.3326.98110.6727.34117.0527.98119.9328.30120.7028.45122.4729.00126.8130.80130.4132.32132.4333.08136.3934.19137.7834.57138.9535.01140.1835.03148.0735.21153.1235.37154.0335.35155.0835.62