摘要
在公开发表资料的基础上，对有关文献中提出的考虑土钉抗剪作用的分析方法进行了探讨。
The analytical methods to consider anti-the shear function of soil-nails proposed in some related literature are discussed on the basis of the open published information, and some factors to influence the slope stability reinforced by soil nails are analysed by the circular sliding method,too.
出处
《岩土工程技术》
1998年第2期9-11,共3页
Geotechnical Engineering Technique
关键词
土钉
抗剪作用
稳定性分析
边坡加固
深基础
soil nail anti-shear function circular sliding method stability analysis
