| 边坡失稳和稳定性分析方法的探讨 |
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| 引用本文： | 唐善婷,江一舟.边坡失稳和稳定性分析方法的探讨[J].淮海工学院学报,2011(3):58-62. |
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| 作者姓名： | 唐善婷 江一舟 |
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| 作者单位： | [1]桂林理工大学土木与建筑工程学院,广西桂林541004 [2]淮阴工学院建筑工程学院,江苏淮安223001 |
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| 摘 要： | 边坡稳定性是土木工程实践活动重点考虑的问题,造成边坡失稳的原因是多方面的,稳定性分析方法也不同。分析了边坡失稳的破坏过程和原因,讨论了工程地质分析法、刚体极限平衡分析法和数值分析法等各种边坡稳定性分析方法的特点,提出采用综合法研究边坡稳定性,以寻求有效的边坡稳定治理措施。
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| 关 键 词： | 边坡稳定 破坏模式 极限平衡 数值分析法 安全系数 |
Slope Instability and Methods of Slope Stability Analysis |
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| TANG Shan-ting,JIANG Yi-zhou.Slope Instability and Methods of Slope Stability Analysis[J].Journal of Huaihai Institute of Technology:Natural Sciences Edition,2011(3):58-62. |
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| Authors: | TANG Shan-ting JIANG Yi-zhou |
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| Affiliation: | 1.College of Civil Engineering,Guilin University of Technology,Guilin 541004,China;2.Faculty of Architecture and Civil Engineering,Huaiyin Institute of Technology,Huai＇an 223001,China) |
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| Abstract: | Slope stability is a significant consideration in civil engineering practice.Many factors can have effect on slope stability.Different analyzing methods should be adopted in different situations,such as engineering geological analysis method,rigid body limit equilibrium analysis method and the numerical analysis method.We discussed in this paper the failure process and the causes of slope instability.After contrasting the characteristics of each analyzing method,we put forward a comprehensive method of slope stability to achieve an effective way for slope reinforcement. |
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| Keywords: | slope stability failure mode limit equilibrium numerical analysis safety factor |
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