摘要
本文介绍了某路槽工程概况、滑坍状况及滑坍以后地质勘察揭示的水文、地质情况和滑体形状。还就带撑地下连续墙支挡结构进行了整体稳定性理论分析。
A case study of narrow and deep trench failure is introduced herein. This paper mainly includes the engineering survey, the failure situation, the shape of sliding mass, the result of geological exploration. The overall stability of multi supports at the upper part of retaining wall is studied as well.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1997年第1期8-14,共7页
Chinese Journal of Geotechnical Engineering
关键词
挡土结构
整体稳定
路槽工程
滑坍事故
case history, retaining wall with supports, overall stability.
