| 边坡稳定分析应力水平法 |
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| 引用本文： | 王军,陈云敏,郝玉龙,邹越强. 边坡稳定分析应力水平法[J]. 工业建筑, 2001, 31(2): 34-35,45 |
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| 作者姓名： | 王军 陈云敏 郝玉龙 邹越强 |
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| 作者单位： | 1. 浙江大学土木工程学系
2. 合肥工业大学土木工程学系 |
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| 摘 要： | 基于对边坡的非线性有限元分析 ,提出了一种研究边坡稳定性和确定边坡最危险滑动面的应力水平法 ,并通过工程实例验证了该法的可行性和实用性。
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| 关 键 词： | 应力水平法 非线性有限元 边坡稳定性 |
A STRESS-LEVEL METHOD FOR SLOPE STABILITY ANALYSIS |
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| Wang Jun,Chen Yunmin,Hao Yulong,Zou Yuqiang. A STRESS-LEVEL METHOD FOR SLOPE STABILITY ANALYSIS[J]. Industrial Construction, 2001, 31(2): 34-35,45 |
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| Authors: | Wang Jun Chen Yunmin Hao Yulong Zou Yuqiang |
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| Abstract: | Based on the calculating analysis of nonlinear finite element the stress level method of researching the stability of slopes and confirming the most dangerous sliding plane is proposed.The example confirms that the stress level method is feasible and practical. |
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| Keywords: | stress level method nonlinear finite element stability of slope |
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