路基工程Issue(3)：113-116,4.DOI:10.13379/j.issn.1003-8825.2017.03.22
抗滑桩加固含软弱夹层路堤边坡稳定性分析
Stability Analysis of the Anti-slide Pile Reinforced Embankment Slope with Weak Interlayer
摘要
Abstract
The purpose of this study is to investigate the stability and failure mechanism of the anti-slide pile reinforced embankment slope with weak interlayer.Centrifugal model tests are conducted and some useful conclusions are drawn.The results show that due to the effect of weak interlayer,the failure surface of the embankment slope will no longer the general integral circular sliding but slide along the weak interlayer.The anti-slide pile can significantly increase the stability of the slope with weak interlayer,and the reinforcement effect of pile setting in the middle is better than setting at toe.关键词
软弱夹层/抗滑桩/路堤边坡/稳定性/离心模型试验Key words
weak interlayer/anti-slide pile/embankment slope/stability/centrifugal model test分类
矿业与冶金引用本文复制引用
王浩然..抗滑桩加固含软弱夹层路堤边坡稳定性分析[J].路基工程,2017,(3):113-116,4.基金项目
国家自然科学基金项目(51108215) （51108215）
西部交通建设科技项目(200831822357) （200831822357）
