路基工程Issue(3)：151-152,157,3.
用有限元强度折减法分析谈山隧道进口高边坡稳定性
Analysis on Stability of High Slope at Tanshan Tunnel Entrance by Finite Element Strength Reduction Method
陈世刚1
作者信息
- 1. 中铁第四勘察设计院集团有限公司,武汉430063
- 折叠
摘要
Abstract
Finite element strength reduction method is a method evaluating slope stability developed in recem years. With this method, the stability of the high slope at Tanshan Tunnel entrance on Wuhuang Interurban Railway is analyzed. The result shows that the high slope is stable as a whole and only the surface needs to be trimmed with protection against some loose small stones.关键词
谈山隧道/进口高边坡/边坡稳定性/强度折减法Key words
Tanshan Tunnel/high slope at entrance/slope stability/strength reduction method分类
交通工程引用本文复制引用
陈世刚..用有限元强度折减法分析谈山隧道进口高边坡稳定性[J].路基工程,2012,(3):151-152,157,3.
