郑州轻工业学院学报（自然科学版）2013，Vol.28Issue(3)：89-93,5.DOI:10.3969/j.issn.2095-476X.2013.03.021
傍山软基高填方路堤边坡稳定性及加固效果分析
Analysis of the high fill embankment stability and strengthening effects for mountain-side soft clay foundation
摘要
Abstract
With one section of a subgrade engineering project in Fujian,the mountain-side soft foundation of high fill embankment as example,by finite element software GeoStudio,which combined with the limit equilibrium and finite element modeling,a dynamic analysis was performed on the mountain-side soft foundation of high fill embankment.The results showed that the method was effective in the stability evaluation of the mountain-side soft foundation of high fill embankment slope,especially when the safety coefficient closes to 1.0,the finite element simulation of the strain deformation can be combined to determine more accurately embankment slope stability,which can provide a reference for the similar slope stability evaluation in future.关键词
傍山软基高填方/路堤边坡稳定性/有限元法/极限平衡法/数值模拟Key words
mountain-side soft clay foundation of high fill embankment/embankment slope stability/finite element method/limit equilibrium method/numerical simulation分类
建筑与水利引用本文复制引用
郭力群,戴俊涛,陈亚军,彭兴黔..傍山软基高填方路堤边坡稳定性及加固效果分析[J].郑州轻工业学院学报（自然科学版）,2013,28(3):89-93,5.基金项目
福建省区域重大专项(2011Y3005) （2011Y3005）
