摘要
对基坑开挖引起的滑坡特征、形成机制及其滑面土抗剪强度的参数和稳定性进行了研究和分析,并根据具体的工程要求提出了抗滑桩+排水沟等治理方案,为类似工程提供了可借鉴的资料。
This paper studies and analyzes the landslide characteristics and forming mechanism owing to foundation, pit excavation and the parameter and stability of sliding soil anti-shearing strength as well, and the treatment methods are suggested in the light of the engineering requirements, such as the stabilizing pile ＋ drainage ditch method. It will provide references for the similar engineering.
出处
《山西建筑》
2011年第26期84-85,共2页
Shanxi Architecture
关键词
滑坡
基坑开挖
稳定性分析
landslide, foundation pit excavation, stability analysis
