摘要
通过对某边坡的工程地质条件进行现场调研,分析了该边坡存在的主要问题,在考虑渗透作用的情况下,根据现场踏勘资料,采用强度折减法及有限元软件模拟分析了边坡的稳定性,并结合现场调研及数值模拟结果,给出了该边坡的加固建议。
Through the site investigation of the hydro-geology condition of a slope,the main exterior problems of the slope are stated. Then,according to the investigation data,the stability of the slope is analyzed using finite element method. In the analysis,the seepage effect is considered and the strength reduction method is used. Based on the on-site investigation information and numerical simulation results,the reinforcement suggestions are given.
出处
《山西建筑》
2016年第24期60-61,共2页
Shanxi Architecture
关键词
边坡
强度折减法
渗透作用
安全系数
slope
strength reduction
seepage effect
safety factor
