安全与环境工程2016，Vol.23Issue(5)：43-49,54,8.DOI:10.13578/j.cnki.issn.1671-1556.2016.05.007
抗滑桩加固后边坡稳定性评价与桩位优化研究进展
Research Progress of the Stability Evaluation of Slope Reinforced with Stabilizing Piles and Optimization of Pile Location
摘要
Abstract
The collapse of slope is a common geological problem greatly affecting the safety of human engi-neering construction activity.One of the most commonly used prevention and control measures in slope treatment projects is stabilizing piles.However,there has been few researches on the evaluation of slopes reinforced with piles so far.This paper is to summarize and analyze the researches on stability evaluation of slopes reinforced with piles and optimization of the location for stabilizing piles.The paper mainly reviews the approaches of stability analysis of slopes reinforced with stabilizing piles in the achievements in theoret-ical calculation,numerical simulation and physical tests and compares their advantages and disadvantages. Then the paper summarizes and analyzes the common methods of optimizing the stabilizing pile location and applicable conditions.At last,the paper points out the development direction for future research,which may provide reference for similar research in future.关键词
边坡/抗滑桩/稳定性分析/桩位优化Key words
slope/stabilizing pile/stability analysis/optimization of pile location分类
资源环境引用本文复制引用
宋英杰,陈文强,李长冬..抗滑桩加固后边坡稳定性评价与桩位优化研究进展[J].安全与环境工程,2016,23(5):43-49,54,8.基金项目
国家自然科学基金项目（41472261）；中央高校基本科研业务费专项资金项目（腾飞计划） （）
