饱水岩石边坡倾覆稳定系数计算

Calculation of stability factor against overturning for saturated rock slope

摘要: 对典型岩石边坡在地下水作用下的倾覆稳定系数进行了推导，绘制了饱水边坡（张裂缝积满水）的倾覆稳定系数与边坡几何要素之间的关系图表以及倾覆临界曲线，由此可根据边坡几何要素直接查出倾覆稳定系数和判断是否会发生倾覆破坏。

Abstract: This paper has deduced typical stability factor of rock slope under the action of groundwater. Figures that express relationship of stability factor against overturning and geometric factor as well as critical curve for overturning were drawn. Stability factor against overturning can be directly obtained from these figures.