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土钉墙稳定性分析的滑动楔块法
引用本文:赵永伦,黄院雄. 土钉墙稳定性分析的滑动楔块法[J]. 地下空间与工程学报, 1999, 19(1): 19-24
作者姓名:赵永伦  黄院雄
作者单位:同济大学地下建筑工程系
摘    要: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。

关 键 词:土钉墙  稳定性分析  滑动楔块法

Analysis on Stability of Soil Nailing Wall by Sliding Wedge Method
Zhao Yonglun et al.. Analysis on Stability of Soil Nailing Wall by Sliding Wedge Method[J]. Chinese Journal of Underground Space and Engineering, 1999, 19(1): 19-24
Authors:Zhao Yonglun et al.
Abstract: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.
Keywords:Soil nailing wall   stability analysis   sliding wedge method
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