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有限元强度折减法在边坡稳定分析中的应用

Application of FEM Strength Reduction in Slope Stability Analysis

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【作者】 郝小军陈世民黎翔

【Author】 HAO Xiao-jun;CHEN Shi-min;LI Xiang;School of Civil Engineering & Architecture,Chongqing Jiaotong University;Chongqing Boda Reconnaissance & Design office;

【机构】 重庆交通大学土木建筑学院重庆博达勘察设计所

【摘要】 边坡稳定分析是近年来研究的热点。利用ANSYS提供的非线性弹塑性模型,采用建立在强度折减有限元分析基础上的边坡稳定分析理论对边坡的稳定进行分析计算,同时给出了滑移面及安全系数。采用ANSYS进行边坡稳定分析的结果与传统方法结果一致,说明其具有一定的实用性和可靠性。

【Abstract】 The slope stability analysis is a hot issue in recent years. It is supposed to make use of the nonlinear plastic model offered by ANSYS. The slop stability analysis theory based on FEM strength reduction is adopted to calculate and analyze the stability of slope; meanwhile,the slip plane and slope safety coefficients are given. Through a series of case studies,the results of slope stability analysis obtained by ANSYS is accordant with those of traditional methods,which shows the application of FEM strength reduction in slope stability analysis is feasible and reliable.

  • 【文献出处】 重庆交通大学学报(自然科学版) ,Journal of Chongqing Jiaotong University(Natural Science) , 编辑部邮箱 ,2009年S1期
  • 【分类号】TU43
  • 【被引频次】3
  • 【下载频次】91
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