| 边坡稳定性分析的无条分法 |
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| 引用本文： | 郑宏,谭国焕,刘德富.边坡稳定性分析的无条分法[J].岩土力学,2007,28(7):1285-1291. |
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| 作者姓名： | 郑宏 谭国焕 刘德富 |
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| 作者单位： | 1.三峡大学 三峡库区地质灾害教育部重点实验室，湖北 宜昌 443002；2.香港大学 土木系，香港；3.中国科学院武汉岩土力学研究所，武汉 430071 |
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| 摘 要： | 基于滑面应力修正技术并取整个滑体为受力体，实现了对滑体的整体极限平衡分析。同时，利用Green公式将有关域积分转化为边界积分，而无需再对滑体进行条分。该方法数值特性好，亦可方便地将二维的成果向三维推广，从而实现满足全部6个平衡条件的三维严格极限平衡法。本文是二维部分的成果。
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| 关 键 词： | 边坡 极限平衡法 边界积分 |
| 文章编号： | 1000-7598-（2007）07-1285-07 |
| 收稿时间： | 2006-12-04 |
| 修稿时间： | 2006-12-04 |
A slice-free method for stability analysis of slopes |
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| ZHENG Hong,THAM Leslie George,LIU De-fu.A slice-free method for stability analysis of slopes[J].Rock and Soil Mechanics,2007,28(7):1285-1291. |
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| Authors: | ZHENG Hong THAM Leslie George LIU De-fu |
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| Institution: | 1. Key Laboratory of Three Gorges Geologic Hazards of Ministry of Education, China Three Gorges University, Yichang 443002, China; 2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, China; 3. Institute of Rock & Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China |
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| Abstract: | By means of remedying stress on the slip surface and taking the whole sliding body as the loaded object, a global limit equilibrium analysis for the sliding body is proposed. Because all those relevant area integrals over the sliding body are transformed into the relevant boundary integrals through Green’s formula; meanwhile, no slices are necessary when implementing the proposed method. The proposed method enjoys excellent numerical properties and can be easily generalized to the three-dimensional situations in which all the six equilibrium conditions can be satisfied. This study demonstrates the application of the procedure to two- dimensional situations. |
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| Keywords: | slope limit equilibrium method boundary integration |
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