| 基于突变理论的改进极限平衡法边坡稳定分析 |
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| 引用本文： | 王瑞.基于突变理论的改进极限平衡法边坡稳定分析[J].山西建筑,2014(4):72-73. |
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| 作者姓名： | 王瑞 |
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| 作者单位： | 山西省地勘局二一四地质大队,山西运城044000 |
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| 摘 要： | 结合某工程边坡,通过考虑边坡在破坏时突然失稳的变化特征,结合突变理论,分析了该边坡在天然状态和保水状态下的各自稳定性,通过对比发现,在考虑滑坡的突变特征的前提下,对滑坡的稳定性计算更加真实可靠。
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| 关 键 词： | 传递系数法 突变理论 稳定性 对比分析 |
The slope stability analysis on improvement limit equilibrium method based on catastrophe theory |
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| WANG Rui.The slope stability analysis on improvement limit equilibrium method based on catastrophe theory[J].Shanxi Architecture,2014(4):72-73. |
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| Authors: | WANG Rui |
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| Affiliation: | WANG Rui (214 Geology Brigade, Shanxi Geological Prospecting Bureau, Yuncheng 044000, China) |
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| Abstract: | Combining with an engineering slope, through considering the variation characteristics of slope sudden loss of stability in failure, com bining with the catastrophe theory, analyzed the each stability of the slope in natural state and water condition, through the contrast, considering the catastrophe characteristics of landslide, gained the stability calculation of landslide was reliable. |
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| Keywords: | transfer coefficient method catastrophe theory stability comparative analysis |
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