摘要
Abstract
This article takes a typical project of G4216 Renmu Expressway with unequal thickness bedding landslide as an example to analyze the mechanism of landslide formation and evaluate slope stability.For cutting slopes characterized by high slopes,unequal thickness bedding slopes,and changes in occurrence,segmented design,foot reinforcement,waist strengthening,and grading(layering)are proposed The over-all stability of the slope and the treatment concept of considering local slope stability.Practice has proven that the design scheme has achieved good governance results,providing design ideas for the same type of slope,and trying to avoid construction period and investment risks as much as possible.关键词
不等厚互层/顺层滑坡/滑坡成因/动态设计Key words
Unequal thickness interlayer/Bedding landslide/Landslide genesis/Dynamic design分类
天文与地球科学
