| 边坡稳定性的理论探讨 |
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| 引用本文： | 冉崇蓉.边坡稳定性的理论探讨[J].成都理工大学学报(自然科学版),1988(2). |
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| 作者姓名： | 冉崇蓉 |
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| 摘 要： | 本文用弹性理论方法,给出了受自重作用的弹性介质边坡内最大剪应力作用面的分布规律和最大剪应力迹线,从而对分析边坡稳定性提供一定的理论依据,并对抗剪强度较弱介质提供了可能的滑移面的理论形式。
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| 关 键 词： | 边坡稳定性 边界条件 最大剪应力作用面 最大剪应力迹线 滑动失稳 |
THEORETICAL STUDY ON SLOPE STABILITY |
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| Ran Chongrong.THEORETICAL STUDY ON SLOPE STABILITY[J].Journal of Chengdu University of Technology: Sci & Technol Ed,1988(2). |
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| Authors: | Ran Chongrong |
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| Institution: | Ran Chongrong |
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| Abstract: | The author uses the elastisity theory methods to have obtained the law of distri-bution of planes acted by maximum shear stresses and the trajectories of maximumshear stresses for the elastic slope under the action of its own weight. These can giveus a theoretical basis for the slope stability analysis and the theoretical form ofslipping surface for the slope made by weak strength materials. |
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| Keywords: | slope stability boundary condition maximum shear stress plane maximum shear stress trajectory |
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