摘要
本文通过对某基坑失稳实例的工程计算分析 ,探讨在软弱夹层发育地段设计采用土钉支护时 ,支护体稳定性验算应注意的问题 。
This paper discusses attentive problems of checking computations of shoring body stability when the soil nail timbering is adopted in the soft interlayer on the analysis of some examples of losing stability, and puts forward corresponding measures of disposition.
出处
《安全与环境工程》
CAS
2002年第4期30-32,50,共4页
Safety and Environmental Engineering
关键词
土钉支护
工程计算
稳定性
基坑支护
治理措施
soft interlayer
soil nail shoring
engineering computation
stability analysis
