摘要
本文通过分析比较计算边坡稳定的方法,然后利用有限元强度折减法,对该边坡稳定进行了计算分析,有限元强度折减法是基于真实应力场的计算方法,能够自动寻找最小安全系数以及相应的滑动面。
The paper analyzes and compares the calculation methods of slope stability, and then computes and an-alyzes the stability of the slope by strength reduction FEM. The method based on the real stress field could seek out the minimum safety factor and its corresponding slip surface automatically.
出处
《东北水利水电》
2009年第5期3-4,共2页
Water Resources & Hydropower of Northeast China
