摘要
本文根据某地挡土墙倒塌实例的现场调查、试验、验算等方法，进行综合分析研究后认为，地下水不良作用是失稳破坏的主要诱发因素。
?Based on site investigation, testing and validation for the case of collapse of an re-taining wall, it is concluded after analysis and study that the the is caused by deleterious effect ofground water.
出处
《地下空间》
CSCD
1999年第2期112-116,共5页
Underground Space
关键词
挡土墙
变形
地下水不良作用
Retaining wall
deformation
deleterious effect of ground water
