| 确定边坡潜在滑面的块体理论方法及稳定性分析 |
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| 引用本文： | 王在泉,华安增.确定边坡潜在滑面的块体理论方法及稳定性分析[J].力学学报,1999,7(1):40-45. |
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| 作者姓名： | 王在泉 华安增 |
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| 作者单位： | 中国矿业大学建筑工程学院,徐州 221008 |
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| 摘 要： | 基于复杂边坡一般由多种岩性组成，且其稳定性往往受岩体结构控制，加之边坡滑面的逐步形成特点，本文提出了采用块体理论确定复杂边坡滑面位置方法，并采用Sarma极限平衡法及其它滑面形状分析了某大型边坡工程的稳定性，验证了所提方法的正确性。
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| 关 键 词： | 块体理论 滑面 极限平衡分析 |
| 收稿时间： | 1997-08-04 |
| 修稿时间： | 1997-09-15 |
BLOCK THEORY METHOD FOR DETERMINATION OF SLOPE SLIP SURFACE AND ITS STABILITY ANALYSIS |
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| Wang Zaiquan,Hua Anzeng.BLOCK THEORY METHOD FOR DETERMINATION OF SLOPE SLIP SURFACE AND ITS STABILITY ANALYSIS[J].chinese journal of theoretical and applied mechanics,1999,7(1):40-45. |
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| Authors: | Wang Zaiquan Hua Anzeng |
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| Institution: | China University of Mining &|Technology,Xuzhou 221008 |
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| Abstract: | Generally speaking,a complex slope is composed of different kinds of rocks and the stability is controlled by the rock structure and graduall formation of slope slip surface. Based on these characteristics, in this paper a block theory method is suggested for determination of slope slip surface and analysis of the stability of a large slope engineering by Sarma equilibrium method and other slip surface shape, the results verfied the block theory method. |
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| Keywords: | Block theory Slip surface Limit equilibrium analysis |
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