| 软土边坡的有限元分析 |
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| 作者姓名： | 唐益群 赵小云 |
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| 作者单位： | 同济大学地下建筑与工程系,上海 |
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| 摘 要： | 边坡是否稳定与边坡的应力、应变（位移）状态有十分密切的联系。传统的条分法由于自身的限制，计算结果有很大的限制。本文提出了采用有限元方法分析软土边坡土体的应力－应变状态以确定滑裂面空间位置的新方法。
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| 关 键 词： | 边坡 滑裂面 有限元法 粘弹塑性分析 应力 应变 |
The Finite-Element Analysis of Slope Stabilization in the Weak Soil |
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| Authors: | Tang Yiqun Lin Zhi |
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| Abstract: | Whether the slpoe stable or not depends mostly on the stresses and strains sitnation of the slope. The traditional slice-method only can get an approximate result for its limits. A new method to locate the Slipping plane by adopting the finite-element technique to analyse the stresses and strains situation of slope in the weak soil has been put up. |
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| Keywords: | slope slipping plane inite-element method visco-elastic-plastic analysis |
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