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| 高土边坡抗滑桩加固的数值分析研究 | |
| 引用本文： | 张倩,沈振锋,郑华伟.高土边坡抗滑桩加固的数值分析研究[J].广西水利水电,2008(4). |
| 作者姓名： | 张倩 沈振锋 郑华伟 |
| 作者单位： | 1. 三峡大学土木水电学院,湖北,宜昌,443002 2. 水利部黄河水利委员会,河南,郑州,450003 3. 化工部长沙设计研究院,湖南,长沙,410117 |
| 摘 要： | 在系统的分析了抗滑桩的作用机理和有限单元法计算原理基础上,结合实际工程,利用有限单元法,对高土边坡加固前后分别进行建模计算,通过对比分析加固前后位移云图和塑性区图,说明抗滑桩对高土边坡加固效果明显,同时也证明有限单元法对高土边坡稳定计算直观有效。 |
| 关 键 词： | 高土边坡 边坡稳定 抗滑桩 有限单元法 |
Numerical analysis and research on high soil slope reinforcement with anti-slide pile |
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| ZHANG Qian,SHEN Zhen-feng,ZHENG Hua-wei.Numerical analysis and research on high soil slope reinforcement with anti-slide pile[J].Gx Water Resources & Hydropower Engineering,2008(4). | |
| Authors: | ZHANG Qian SHEN Zhen-feng ZHENG Hua-wei |
| Abstract: | Based on systematic analysis of the working mechanism of anti-slide pile and the calculating principle of finite element method,combined with practice of real project,model is established to simulate high soil slope before and after reinforcement.As demonstrated by the yielding displacement cloud atlas and plastic zone graph,anti-slide pile is capable of rendering distinct reinforcement for high soil slope,the high soil slope stability calculation conducted by finite element method is effective and visual. |
| Keywords: | High soil slope slope stability anti-slide pile finite element method |
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