铁道科学与工程学报2011，Vol.8Issue(4)：61-63,3.
顺层岩质边坡结构失稳弹性板理论法分析与实例
Stability analysis of layered dip rocky slopes with elastic plane theory
朱木青1
作者信息
- 1. 湖南省交通科学研究院,湖南长沙410015
- 折叠
摘要
Abstract
On the basis of stability theory for elastic plane,a study on the mechanism of layered dip rocky slopes flexural failure by energy method was carried out. The influence of the slopesiength was considered particularly and a computing formula was deduced. Through comparison between the computed results for some engineering cases by the elastic plane method and the traditional plane strain elastic beam method, it is verfied that the former method is feasible.关键词
顺层岩质边坡/边坡长度/岩板/弯曲失稳Key words
layered dip rocky slopes/ length of slope/ rock plane/ flexural failure分类
交通工程引用本文复制引用
朱木青..顺层岩质边坡结构失稳弹性板理论法分析与实例[J].铁道科学与工程学报,2011,8(4):61-63,3.
