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坡脚位移与边坡安全系数关系数值模拟分析
引用本文:朱维伟,黄新.坡脚位移与边坡安全系数关系数值模拟分析[J].人民黄河,2011,33(9):133-135,141.
作者姓名:朱维伟  黄新
作者单位:1. 南京林业大学土木工程学院,江苏南京210037;许昌职业技术学院建筑工程系,河南许昌461000
2. 南京林业大学土木工程学院,江苏南京,210037
基金项目:教育部高等学校博士学科点专项科研基金资助项目(20093204110007)
摘    要:为研究坡脚位移与边坡稳定安全系数的关系,利用ABAQUS有限元分析软件,建立边坡有限元模型,结合抗剪强度折减法,在改变坡顶均布荷载的情况下分别计算相应的边坡稳定安全系数,并在坡脚范围内选取3个点进行位移观测.观测结果表明:3个观测点各方向的位移均随安全系数的减小而非线性地增大,各点X方向位移的变化幅度比Y方向大,各点Y...

关 键 词:边坡  坡脚  位移  强度折减法  有限元法  安全系数

Numerical Simulation Analysis of the Relationship Between Displacements at the Base of Slope and Safety Factors
ZHU Wei-wei , HUANG Xin.Numerical Simulation Analysis of the Relationship Between Displacements at the Base of Slope and Safety Factors[J].Yellow River,2011,33(9):133-135,141.
Authors:ZHU Wei-wei  HUANG Xin
Affiliation:ZHU Wei-wei1,2,HUANG Xin1 (1.Faculty of Civil Engineering,Nanjing Forestry University,Nanjing 210037,China,2.Department of Construction Engineering,Xuchang Vocational and Technical College,Xuchang 461000,China)
Abstract:In order to research the relationship between displacements at the base of slope and safety factors,finite element model of a slope was built by ABAQUS finite element software.The corresponding safety factors were solved by combining strength reduction method with finite element as uniform load values in the top of the slope were varied,and three points were also selected on base area in order to record their displacements.The result shows that displacements of different points on base area increase nonline...
Keywords:slope  the base of slope  displacement  strength reduction method  finite element model  safety factor  
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