土钉墙稳定性分析的滑动楔块法

Analysis on Stability of Soil Nailing Wall by Sliding Wedge Method

本文在回顾土钉挡墙内部稳定性研究历史的基础上，把滑动楔块法引入至内部稳定性分析中，推导了稳定性分析公式，利用所编制的程序分析了法国Ｃｌｏｕｔｅｒｅ研究项目中一号试验墙并与实测结果进行对比，说明了此法可用于土钉挡墙稳定性分析中。

Based on review of studies on internal stability of soil nailing wall,the sliding wedge method was introduced into the analysis of internal stability.The equations for stability analysis have been derived.Using the compiled program,the test wall No.1 in Clouterre research project(France) was analysed and the results were compared with the measurements.It shows that this method is suitable for stability analysis of soil nailing walls.