| 渗流耦合作用下极限平衡法和有限元法在边坡计算中优越性的实例对比分析 |
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| 引用本文： | 韦心意,张红日,兰素恋.渗流耦合作用下极限平衡法和有限元法在边坡计算中优越性的实例对比分析[J].企业科技与发展,2012(14):136-139. |
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| 作者姓名： | 韦心意 张红日 兰素恋 |
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| 作者单位： | 1. 南宁市新点线交通勘测设计有限责任公司,广西南宁,530007
2. 广西交通科学研究院,广西南宁,530007 |
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| 摘 要： | 文章采用边坡工程计算中常用2种方法——有限元强度折减方法和极限平衡法,全面地分析应力应变与渗流耦合下边坡的稳定性,并且通过实例对比,重点研究边坡在渗流耦合作用下2种方法的优缺点,以及适应性。
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| 关 键 词： | 边坡工程 有限元 极限平衡法 强度折减法 |
A Case Comparison of the Advantages of Limit Equilibrium Method and Finite Element Method in the Calculation of Slope Based on Seepage Coupling |
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| Authors: | WEI Xin-yi ZHANG Hong-ri LAN Su-lian |
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| Institution: | 1.Nanning Xindianxian Transport Survey and Design Co.,Ltd.,Nanning Guangxi 530007; 2.Guangxi Transport Science Institute,Nanning Guangxi 530007) |
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| Abstract: | The paper uses the two methods,finite element strength reduction method and limit equilibrium method in the calculation of slope engineering,comprehensively analyzes stress-strain and the stability of slope based on seepage coupling and mainly studies the advantages and disadvantages of the two methods based on seepage coupling and their application through a case comparison. |
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| Keywords: | slope engineering finite element limit equilibrium method strength reduction method |
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