| 基于非线性破坏准则的边坡稳定性研究 |
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| 引用本文： | 管桂平. 基于非线性破坏准则的边坡稳定性研究[J]. 山西建筑, 2011, 37(9): 70-71 |
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| 作者姓名： | 管桂平 |
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| 作者单位： | 贵州高速公路开发总公司,贵州贵阳,550004 |
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| 摘 要： | 简要介绍了边坡稳定性分析的几种方法，提出了一种改进方法即广义正切法，该方法采用线性摩尔一库仑破坏准则，着重阐述了该方法的原理和步骤，并分析了不同参数对边坡稳定系数的影响，从而得出一些有益的结论。
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| 关 键 词： | 边坡稳定性 非线性分析 广义正切法 破坏准则 |
Stability research on side slope based on non-linear damage principle |
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| GUAN Gui-ping. Stability research on side slope based on non-linear damage principle[J]. Shanxi Architecture, 2011, 37(9): 70-71 |
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| Authors: | GUAN Gui-ping |
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| Affiliation: | GUAN Gui-ping |
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| Abstract: | The paper briefly introduces some methods for the stability analysis of side slope, points out an improved method, that is generalized hyperbolic method, indicates its linear Mohr-Coulomb damage principle, illustrates the principles and steps of the method, analyzes the influence of various parameter on stability indexes of the side slope, and provides some beneficial conclusion. |
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| Keywords: | stability of side slope non-linear analysis generalized hyperbolic method damage principle |
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