王德洋, 朱鸿鹄, 张洁, 施斌. 2016: 基于可靠度理论的边坡稳定性研究进展. 工程地质学报, 24(s1): 1010-1018. DOI: 10.13544/j.cnki.jeg.2016.s1.146
    引用本文: 王德洋, 朱鸿鹄, 张洁, 施斌. 2016: 基于可靠度理论的边坡稳定性研究进展. 工程地质学报, 24(s1): 1010-1018. DOI: 10.13544/j.cnki.jeg.2016.s1.146
    WANG Deyang, ZHU Honghu, ZHANG Jie, SHI Bin. 2016: STATUS AND PROSPECTS OF RESEARCH ON SLOPE STABILITY BASED ON RELIABILITY THEORY. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1010-1018. DOI: 10.13544/j.cnki.jeg.2016.s1.146
    Citation: WANG Deyang, ZHU Honghu, ZHANG Jie, SHI Bin. 2016: STATUS AND PROSPECTS OF RESEARCH ON SLOPE STABILITY BASED ON RELIABILITY THEORY. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1010-1018. DOI: 10.13544/j.cnki.jeg.2016.s1.146

    基于可靠度理论的边坡稳定性研究进展

    STATUS AND PROSPECTS OF RESEARCH ON SLOPE STABILITY BASED ON RELIABILITY THEORY

    • 摘要: 随着国内基础设施的蓬勃发展,出现了越来越多的高陡人工边坡,因此对边坡稳定性分析和失稳预警的准确性、实时性有了更高的要求。近年来,基于可靠度理论的边坡稳定性分析方法有了很大的发展。本文简要回顾了边坡可靠度分析理论的发展历程,对该项理论在国际上的重要科研进展和最新成果进行了归纳和总结,并详细阐述和对比了当前常见的几种分析方法。在此基础上对我国边坡可靠度理论研究存在的不足和未来的发展趋势给出了具体的意见和建议。

       

      Abstract: With the rapid infrastructure development in China, there are more and more high and steep man-made slopes, so we have higher requirements to develop for accurate and real-time slope stability analysis methods. In recent years, slope stability analysis method based on reliability theory has been greatly developed. This paper briefly reviews the development of slope reliability analysis theory, and summarizes the important research advances and latest achievements in this aspect. The features of several commonly used methods are described and compared in detail. On this basis, some comments and suggestions are given to the research weakness and future development trends in slope reliability analysis theory.

       

    /

    返回文章
    返回