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对土质路堑边坡进行了整体稳定分析,用几何求导的方法求出各种土质类型路堑边坡的最危险破裂面的倾角和对应的圆心角,从而得到验算土质路堑边坡最小稳定系数的简便方法。
The overall stability of soil cutting slope is analyzed. The inclination angle and corresponding central angle of the most dangerous fracture surface of various soil type cut slopes are calculated by geometric derivation, and the minimum stability coefficient of soil cutting slope is calculated Easy way.