刘汉东, 薛雷, 李维朝. 2007: 非均质边坡强度折减法折减范围研究. 工程地质学报, 15(S2): 188-192.
    引用本文: 刘汉东, 薛雷, 李维朝. 2007: 非均质边坡强度折减法折减范围研究. 工程地质学报, 15(S2): 188-192.
    LIU Handong, XUE Lei, LI Weichao. 2007: THE RESEARCH ON SCOPE OF STRENGTH REDUCTION FOR INHOMOGENEOUS SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 15(S2): 188-192.
    Citation: LIU Handong, XUE Lei, LI Weichao. 2007: THE RESEARCH ON SCOPE OF STRENGTH REDUCTION FOR INHOMOGENEOUS SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 15(S2): 188-192.

    非均质边坡强度折减法折减范围研究

    THE RESEARCH ON SCOPE OF STRENGTH REDUCTION FOR INHOMOGENEOUS SLOPE

    • 摘要: 强度折减法分析边坡稳定的研究多针对均质简单边坡,而当涉及到非均质边坡时,就存在选择局部区域还是选择所有区域进行强度折减的问题。本文基于FLAC3D的FISH语言自编整体强度折减法和局部强度折减法,在此基础上,对非均质边坡分别按照整体强度折减与局部强度折减进行分析,结果表明两者所得安全系数并不总是一致,整体强度折减法给出的安全系数更为合理,因此建议采用整体强度折减法分析非均质边坡的稳定性。

       

      Abstract: The researches on the stability of slope by strength reduction mainly refer to homogeneous slopes, however, when the inhomogeneous slopes are met, some questions will come forth, the scope of strength reduction is global or local region? In view of the above, the global strength reduction and the local strength reduction are programmed in this paper by FISH in the FLAC3D, and the inhomogeneous slopes are analyzed. The results show that the safety factors of inhomogeneous slope solved by these two methods are not always equal and the factor of safety computed by global strength reduction is more reasonable and more precise, so it is advised that the global strength method is better than the local strength method when the inhomogeneous slope is analyzed.

       

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