| 岩质边坡稳定性分析中极限平衡法与有限元法的对比 |
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| 引用本文： | 孙增奎,童海涛.岩质边坡稳定性分析中极限平衡法与有限元法的对比[J].岩土工程技术,2005,19(2):98-100. |
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| 作者姓名： | 孙增奎 童海涛 |
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| 作者单位： | 中交公路规划设计院,北京,100010 |
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| 摘 要： | 根据工程实例 ,对一公路岩质边坡稳定性采用极限平衡法与有限元法分别进行计算 ,对比二者之间的差异 ,分析产生差异的原因。在安全系数的选用上提出了建议。
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| 关 键 词： | 极限平衡法 有限元法 岩质边坡 稳定性 |
| 文章编号： | 1007-2993(2005)02-0098-03 |
| 修稿时间： | 2004年12月15 |
Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis |
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| Sun Zengkui,Tong Haitao.Comparison of Limit Equilibrium Method and Finite Element Method on Rock Slope Stability Analysis[J].Geotechnical Engineering Technique,2005,19(2):98-100. |
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| Authors: | Sun Zengkui Tong Haitao |
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| Abstract: | Based on an engineering example,stability of a highway rock slope is analysized by limit equilibrium method and finite element method.The difference between the two methods above is expatiated and some advices are put forward. |
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| Keywords: | limit equilibrium method finite element method rock slop stability |
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