| 斜坡基岩复合地基稳定性三维有限元分析 |
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| 引用本文： | 李文英,王春雷.斜坡基岩复合地基稳定性三维有限元分析[J].路基工程,2010,0(1):91-93. |
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| 作者姓名： | 李文英 王春雷 |
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| 作者单位： | 1.天津铁道职业技术学院, 天津 300240 |
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| 摘 要： | 强度折减有限元法在土坡工程中得到了较好的应用效果,但在复合地基工程中应用尚少。文中采用强度折减有限元法,对典型斜坡基岩复合地基稳定性进行三维有限元分析,以期能更好地解决类似工程计算问题。
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| 关 键 词： | 强度折减 复合地基 斜坡基岩 三维有限元 |
| 收稿时间： | 2019-11-02 |
Three-dimensional Finite Element Analysis on Stability of Composite Foundation of Slope Bedrock |
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| Authors: | LI Wen-ying WANG Chun-lei |
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| Affiliation: | Tianjin Institute of Railway Occupational Technology/a>;Tianjin 300240/a>;China/a>;The Third Railway Survey and Design InstituteGroup Corporation/a>;Tianjin 300142/a>;China |
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| Abstract: | Strength reduction finite element method has better application effect to earth slope engineering,but is little applied in composite foundation engineering.This paper adopts strength reduction finite element method to carry out three-dimensional finite element analysis on the stability of composite foundation of typical slope bedrock so as to better solve the calculation problem of the similar engineering. |
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| Keywords: | strength reduction composite foundation slope bedrock three-dimensional finite element |
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