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。
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.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1999年第2期227-229,共3页
Chinese Journal of Geotechnical Engineering
关键词
地下水
饱水
边坡
倾覆稳定系数
临界曲线
groundwater, saturated slope, stability factor against overturning, critical curve
