| 基于等分圆弧滑面土质边坡
的稳定性极限分析方法 |
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| 引用本文： | 王根龙,门玉明,陈志新,伍法权,祁生文.基于等分圆弧滑面土质边坡
的稳定性极限分析方法[J].延边大学理工学报,2007,0(2):178-182. |
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| 作者姓名： | 王根龙 门玉明 陈志新 伍法权 祁生文 |
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| 作者单位： | 1.中国科学院地质与地球物理研究所,北京100029;2.长安大学地质工程与测绘学院,陕西西安710054 |
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| 摘 要： | 基于等分圆弧滑面的简化条件,采用土塑性极限分析理论,建立了土质边坡极限分析模型,并推导得到了
土质边坡稳定系数计算公式。该方法考虑了圆弧滑面的内能耗散率作用和边坡土体自重荷载、地震惯性力及孔
隙水压力所做的外功率作用,可以解决土质边坡稳定性分析问题,是一种改进的土质边坡稳定性评价极限分析
方法。
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| 关 键 词： | 土质边坡 稳定性 上限解 虚功原理 稳定系数 极限分析 |
Limit Analysis Method of Soil Slope Stability
Based on Equidistant Circular Slip Surface |
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| WANG Gen-long,MEN Yu-ming ,CHEN Zhi-xin,WU Fa-quan,QI Sheng-w en.Limit Analysis Method of Soil Slope Stability
Based on Equidistant Circular Slip Surface[J].Journal of Yanbian University (Natural Science),2007,0(2):178-182. |
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| Authors: | WANG Gen-long MEN Yu-ming CHEN Zhi-xin WU Fa-quan QI Sheng-w en |
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| Affiliation: | 1. Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China;
2. School of Geological Engineering and Surveying, Changan University, Xian 710054, Shaanxi, China |
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| Abstract: | Based on the simplified assumption of equidistant circular slip surface, the model of limit analysis for
soil slope stability can be established, the formula for computation of safety factor can be obtained when the
theory of soil plasticity limit analysis is used. The method had considered not only the effect of the energy
dissipation rate produced in the slip surface, but also the effect of the work rate produced by selfweight, seismic
force and pore water pressure. It is a modified method of soil plasticity limit analysis, and can be used to evaluate
the stability of soil slope. |
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| Keywords: | soil slope stability upper bound solution virtual work-rate theorem safety factor limit analysis method |
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