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有限元强度折减法在三维边坡中的应用研究
引用本文:宋雅坤,郑颖人,赵尚毅,雷文杰.有限元强度折减法在三维边坡中的应用研究[J].地下空间与工程学报,2006,2(5):822-827.
作者姓名:宋雅坤  郑颖人  赵尚毅  雷文杰
作者单位:1. 后勤工程学院军事土木工程系,重庆,400041
2. 中国科学院岩土力学重点实验室,武汉,430071
摘    要:边坡稳定性评价,特别是对具有复杂几何特征的边坡,应作为三维问题来处理。作者将强度折减法应用于三维边坡稳定性分析中,通过三个典型的工程算例对几种常用的屈服准则进行比较,证明了在三维情况下采用莫尔-库仑等面积圆屈服准则代替莫尔-库仑准则是可行的。

关 键 词:边坡稳定性  有限元强度折减法  摩尔-库仑等面积圆屈服准则  三维分析
文章编号:1673-0836(2006)04-0822-06
修稿时间:2006-01-07

Application of Three-Dimensional Strength Reduction FEM in Slope
SONG Ya-kun,ZHENG Ying-ren,ZHAO Shang-yi,LEI Wen-jie.Application of Three-Dimensional Strength Reduction FEM in Slope[J].Chinese Journal of Underground Space and Engineering,2006,2(5):822-827.
Authors:SONG Ya-kun  ZHENG Ying-ren  ZHAO Shang-yi  LEI Wen-jie
Affiliation:1. Department of Civil Engineering, Logistical Engineering University, Chongqing 400041,China; 2. Key Laboratory of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071, China
Abstract:The slope stability appraisal,especially to the slope with characteristic of complicated geometry,should be dealt with as the three-dimensional problem.In this paper,the strength reduction method is applied in the analysis on three-dimension slope stability,and a comparison of several yield criterions in common uses is presented through three typical examples.It is shown that using the Mohr-Coulomb equivalent area circle yield criterions to replace the Mohr-Coulomb yield criterions in three-dimensional is feasible.
Keywords:slope stability  strength reduction FEM  Mohr-Coulomb equivalent area circle yield criterions  3D analysis
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