摘要
针对现阶段浸水挡土墙稳定性计算的两种方法进行了对比,探讨了产生差异的原因,对规范中涉及到的抗倾覆概念和计算之间产生的可能冲突进行了仔细分析,并提出相应的建议。
According to the comparison of the two methods for the stable calculation of the retting retaining walls at present, the paper explores the reasons for the differences, analyzes the possible conflicts between the overturn resistance and calculation in the regulation, and points out the respective suggestions.
作者
高青松
Gao Qingsong(Shanxi Plateau Rock Engineering,Survey,and Design Institute,Taiyuan 030009,China)
出处
《山西建筑》
2018年第33期48-49,共2页
Shanxi Architecture
关键词
重力式挡土墙
浸水
滑移稳定
倾覆稳定
gravity retaining wall
retting
sliding stability
overturn stability
