摘要
边坡稳定性问题是道路工程中的一个重要问题。综合分析了近年来相关研究成果,得到边坡失稳的影响因素主要包括内因(岩性与地质构造、地形地貌)和外因(工程施工、水文及降雨情况、地震作用)两个方面,破坏模式可以按照岩质边坡、土质边坡及混合边坡进行分类。
Slope stability is the important problem in road engineering. Based on the comprehensive analysis of relevant research results in recent years,the factors affecting the instability of slope include internal factors（geological structure,topography and geomorphology）and external factors（engineering construction,hydrology and rainfall,and earthquake action）. The failure modes can be classified according to the rock slope,soil slope and mixed slope.
作者
王海江
Wang Haijiang(Shaoxing Keqiao District Traffic Engineering Quality and Safety Supervision Station,Shaoxing 312030,China)
出处
《山西建筑》
2018年第27期72-73,共2页
Shanxi Architecture
关键词
边坡失稳
影响因素
破坏模式
slope instability
influencing factors
failure mode
