摘要
根据土钉墙的实测结果和理论分析，提出一种上钉墙稳定性分析的简化方法，可用于土钉墙的初步分析。对两个实际工程的计算表明．该方法具有一定的实用价值。
Based on the in-situ tests and theoretical analysis, a simplified method, which can be used to analyze the stability of soil-nailed wall, is proposed. The simplified method assumes that the fixed circular potential failure surface passes through the toe of the wall and intersect the top at about 0.36 H, and trapeziform earth pressure along the depth of the wall. This method has the advantage of avoiding the tedious processes of trial and error to search the potential failure surface. The calculation results of two engineering projects show that the proposed method has its practical value.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2005年第A01期5267-5270,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
土木工程
基坑支护
土钉墙
稳定性
简化分析方法
civil engineering
foundation pit
soil-nailedwall
stability
simplified method
