长江科学院院报2016，Vol.33Issue(6)：109-114,6.DOI:10.11988/ckyyb.20150746
基于整体分析法的抗滑桩加固边坡稳定性分析
Stability Analysis of Slope Reinforced with Piles by Global Analysis Method
摘要
Abstract
To analyze the stability of reinforced slopes, on the basis of the global analysis of slope stability, a new procedure is proposed to compute the factor of safety of slopes reinforced with piles. By taking the whole sliding body, instead of individual slices, as the analysis object, three equilibrium equations are formulated according to the moment equilibrium conditions. But in traditional method, we establish two force equilibrium equations( horizon⁃tal direction and vertical direction) and one moment equilibrium equation at a given point. By using the new meth⁃od, we can obtain unique real number solution of the equation and positive safety factor. This method is not only suitable for slopes with slide surfaces of different shapes, but also possesses excellent numerical properties with a very large scope of convergence and a very rapid convergent rate.Moreover, it can be easily extended from two⁃di⁃mension to three⁃dimension. Finaly, two examples are given to prove the effectiveness of this method.关键词
边坡稳定性/抗滑桩/极限平衡/整体分析/数值特性Key words
slope stability/anti-sliding pile/limit equilibrium/global analysis/numerical feature分类
建筑与水利引用本文复制引用
张谭,郑宏,聂治豹..基于整体分析法的抗滑桩加固边坡稳定性分析[J].长江科学院院报,2016,33(6):109-114,6.基金项目
国家自然科学基金项目（11172313）；国家重点基础研究计划项目 （）
