| 边坡稳定性分析方法的研究现状与展望 |
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| 引用本文： | 靳付成. 边坡稳定性分析方法的研究现状与展望[J]. 西部探矿工程, 2007, 19(4): 5-9 |
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| 作者姓名： | 靳付成 |
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| 作者单位： | 河海大学土木工程学院,江苏,南京,210098 |
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| 摘 要： | 综述了目前边坡稳定性分析的常用方法,将边坡稳定性分析方法分为定性分析方法和定量分析方法,并对各种方法的基本原理、特点、优缺点及其适用范围进行了阐述。指出了边坡稳定性分析在安全系数定义、滑裂面的确定和载荷处理三方面存在的主要问题,针对边坡稳定性问题自身的特点及其研究现状提出了今后边坡稳定问题研究的发展趋势。
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| 关 键 词： | 边坡稳定性 定性分析 定量分析 安全系数 滑裂面 发展趋势 |
| 文章编号： | 1004-5716（2007）04-0005-05 |
Research Status and Development of Slope Stability Analysis Method |
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| JIN Fu-cheng. Research Status and Development of Slope Stability Analysis Method[J]. West-china Exploration Engineering, 2007, 19(4): 5-9 |
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| Authors: | JIN Fu-cheng |
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| Affiliation: | College of Civil Engineering, Hohai University, Nanjing 210098 China |
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| Abstract: | Traditional methods of slope stability analysis weresummarized and divided it into qualitative methods and quantitative methods.The basic principle,characteristics,applicable range,advantages and shortcomings of various methods were elaborated.The paper point out the main issues: safety coefficient definition,slippery fracture determination and load transacting.According to the properties and research status,discussed the development trends of slope stability problem. |
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| Keywords: | slope stability qualitative analysis quantitative analysis safety coefficient slippery fracture development tendency |
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