| 平面坡体渐进破坏模型及其应用 |
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| 引用本文： | 刘爱华,王思敬.平面坡体渐进破坏模型及其应用[J].工程地质学报(英文版),1994,2(1):1-8. |
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| 作者姓名： | 刘爱华 王思敬 |
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| 作者单位： | 1.法国巴黎高级矿院; |
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| 基金项目： | 中国科学院地质所工程地质力学开放研究实验室资助,国家自然科学基金 |
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| 摘 要： | 平面坡体渐进破坏模型旨在通过在坡体稳定性分析中引进渐进坡坏的概念,来较合理地考虑岩土材料的峰值强度和残余强度在稳定性分析中的不同作用。通过与其它稳定性分析方法进行比较以及实例应用研究,证明该计算模型可用于初步判断坡体稳定状态并估算其破坏变形范围。这一研究也说明了水对边坡破坏的重要作用。
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| 关 键 词： | 渐进破坏 侧压力系数 单次应变扩展系数 峰值强度 残余强度 空隙率 含水量 |
PROGRESSIVE FAILURE MODEL FOR SLOPE WITH PLANE SLIDING SORFACE AND ITS APPLICATION |
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| Liu Aihua, Wang Sijing.PROGRESSIVE FAILURE MODEL FOR SLOPE WITH PLANE SLIDING SORFACE AND ITS APPLICATION[J].Journal of Engineering Geology,1994,2(1):1-8. |
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| Authors: | Liu Aihua Wang Sijing |
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| Institution: | 1.Ecole de Mines de Parts, France;2.Institute of Ceology, Academia Sonica,Beijing 100029 |
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| Abstract: | The aim of this study is to introduce the concept of progressive failure into the stablity analysis of slope. The peak strength and residual strength of rock and soil masses are reasonably consided to be different in its role in the stability analysis. The comparative study with other methods of analysis and practical examples show the proposed computational model can be used for preliminary evaluation of slope stdbility and estimation of scope of failure and instability. This study also shows the important role of water in the slope stability. |
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| Keywords: | Progressive failure Lateral pressure factor Single strain extension coefficient Peak strength Residual strength void rario Water content |
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