ISSN 1003-8035 CN 11-2852/P
    王伟,王卫,戴雄辉. 四川美姑拉马阿觉滑坡复活特征与影响因素分析[J]. 中国地质灾害与防治学报,2022,33(4): 9-17. DOI: 10.16031/j.cnki.issn.1003-8035.202202021
    引用本文: 王伟,王卫,戴雄辉. 四川美姑拉马阿觉滑坡复活特征与影响因素分析[J]. 中国地质灾害与防治学报,2022,33(4): 9-17. DOI: 10.16031/j.cnki.issn.1003-8035.202202021
    WANG Wei, WANG Wei, DAI Xionghui. Analysis of reactivated characteristics and influencing factors of the Lamajue landslide in Meigu County of Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(4): 9-17. DOI: 10.16031/j.cnki.issn.1003-8035.202202021
    Citation: WANG Wei, WANG Wei, DAI Xionghui. Analysis of reactivated characteristics and influencing factors of the Lamajue landslide in Meigu County of Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(4): 9-17. DOI: 10.16031/j.cnki.issn.1003-8035.202202021

    四川美姑拉马阿觉滑坡复活特征与影响因素分析

    Analysis of reactivated characteristics and influencing factors of the Lamajue landslide in Meigu County of Sichuan Province

    • 摘要: 工程建设的扰动成为老滑坡复活的重要因素,老滑坡复活反过来影响了工程建设及其安全运营。四川美姑拉马阿觉滑坡属于前缘复活的巨型老滑坡,通过现场监测和数值模拟手段,对滑坡复活变形特征与影响因素进行了分析,结果表明:(1)降雨及人类工程活动是诱发老滑坡复活的主要因素,复活滑坡位于老滑坡体前缘,滑坡蠕滑变形的体积约为255.6×104 m3;(2)滑坡体呈刚性滑动,表现出单滑面及岩质滑坡的特征,且滑动面大体位于基覆界面位置;(3)经过前后两期治理,抗滑桩阻挡滑体的效果明显,滑体稳定性得到了明显提高,目前滑体变形趋于稳定,可以满足电力设施正常工作的稳定性要求。文中的研究是基于工程实例开展的,其研究成果为滑坡的稳定性评价、防治工程设计、治理后工程效果评价提供一定的理论依据。

       

      Abstract: Engineering construction disturbs old landslides and becomes an important factor for the revival of old landslides.The revival of the old landslide affects the construction and safe operation of the project.The Meigu Ramajue landslide in Sichuan is a typical giant old landslide, the leading edge of the old landslide is reactivated, through field monitoring and numerical simulation, the characteristics and influencing factors of landslide revival deformation were studied, the results show that: (1) Rainfall and human engineering activities are the main factors that induce the resurrection of the old landslide.The resurrected landslide is located at the front of the old landslide, and the creep deformation volume of the landslide is about 2.556 million cubic meters. (2)The landslide body slides rigidly, showing the characteristics of single sliding surface and rocky landslide, and the sliding surface is generally located at the base-covering interface. (3) After two stages of treatment, the anti-sliding piles have obvious effect of blocking the sliding body, and the stability of the sliding body has been significantly improved. At present, the deformation of the sliding body tends to be stable, which can meet the deformation and stability requirements of the normal operation of power facilities.The research of this paper is carried out based on engineering examples, and its research results provide a certain theoretical basis for landslide stability evaluation, prevention and control engineering design, and engineering effect evaluation after treatment.

       

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