叶胜华, 程国平. 2014: 卡基娃滑坡变形破坏模式数值模拟研究. 工程地质学报, 22(s1): 209-215. DOI: 10.13544/j.cnki.jeg.2014.s1.035
    引用本文: 叶胜华, 程国平. 2014: 卡基娃滑坡变形破坏模式数值模拟研究. 工程地质学报, 22(s1): 209-215. DOI: 10.13544/j.cnki.jeg.2014.s1.035
    Ye Shenghua, Cheng Guoping. 2014: NUMERICAL SIMULATION OF DEFORMATION AND FAILURE MODE OF KAJIWA LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 209-215. DOI: 10.13544/j.cnki.jeg.2014.s1.035
    Citation: Ye Shenghua, Cheng Guoping. 2014: NUMERICAL SIMULATION OF DEFORMATION AND FAILURE MODE OF KAJIWA LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 209-215. DOI: 10.13544/j.cnki.jeg.2014.s1.035

    卡基娃滑坡变形破坏模式数值模拟研究

    NUMERICAL SIMULATION OF DEFORMATION AND FAILURE MODE OF KAJIWA LANDSLIDE

    • 摘要: 特大型土质滑坡的破坏模式,通过现场调查辅以常规的钻探等手段,难以得到全面的认识。本文以四川凉山自治县木里乡卡基娃滑坡为例,应用FLAC3D 有限差分软件,结合该滑坡实际地质条件、地质模型,选择自重+暴雨及假设滑坡前缘被冲蚀条件自重+暴雨两种工况模拟研究该滑坡的稳定性及可能出现的破坏模式,揭露了该滑坡破坏中最大应力、位移。

       

      Abstract: It is difficult to get a comprehensive understanding of large soil landslide failure mode by field surveys and other means as conventional drilling. This paper takes Sichuan Liangshan Autonomous Township Kakijiwa landslide for an example. Apply finite difference software FLAC3D combined with the actual landslide geological conditions, geological model, and select weight+storm and hypothetical landslide erosion leading edge for conditional weight+storm two conditions, simulate and study the stability and landslide potential failure modes, expose the maximum stress and displacement during the landslide destroying.

       

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