冯文凯, 孟睿, 李坤, 陈志超, 白慧林, 周强. 2019: 贵州省水麻坨滑坡的复杂运动破坏机制探讨. 工程地质学报, 27(3): 592-600. DOI: 10.13544/j.cnki.jeg.2018-025
    引用本文: 冯文凯, 孟睿, 李坤, 陈志超, 白慧林, 周强. 2019: 贵州省水麻坨滑坡的复杂运动破坏机制探讨. 工程地质学报, 27(3): 592-600. DOI: 10.13544/j.cnki.jeg.2018-025
    FENG Wenkai, MENG Rui, LI Kun, CHEN Zhichao, BAI Huilin, ZHOU Qiang. 2019: DISCUSSION ON FAILURE MECHANISM FOR COMPLEX MOVEMENT OF SHUIMATUO LANDSLIDE IN GUIZHOU PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 27(3): 592-600. DOI: 10.13544/j.cnki.jeg.2018-025
    Citation: FENG Wenkai, MENG Rui, LI Kun, CHEN Zhichao, BAI Huilin, ZHOU Qiang. 2019: DISCUSSION ON FAILURE MECHANISM FOR COMPLEX MOVEMENT OF SHUIMATUO LANDSLIDE IN GUIZHOU PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 27(3): 592-600. DOI: 10.13544/j.cnki.jeg.2018-025

    贵州省水麻坨滑坡的复杂运动破坏机制探讨

    DISCUSSION ON FAILURE MECHANISM FOR COMPLEX MOVEMENT OF SHUIMATUO LANDSLIDE IN GUIZHOU PROVINCE

    • 摘要: 思南县水麻坨堆积层斜坡受多期强降雨影响,从2011年初开始相继出现地表开裂、墙体倾斜、地坪及墙体裂缝变形加剧等地质灾害现象,危及大同社区93户509人、房屋556间,给当地社会稳定带来了极大的负面影响。一旦继续遭受强降雨等不利因素的影响,滑坡可能会变形滑动。基于现场调查和室内分析,本文在明确滑坡区地质结构和地形条件对坡体渗流场产生重要影响的基础上,立足于当地气象资料,利用SEEP/W模块和FLAC3D软件继续探究降雨工况下滑坡变形失稳的进程,初步阐述了多期降雨诱发该类推移式堆积层滑坡(H1)及其引发的次生牵引式滑坡(H2)的成因机理。研究成果表明,主滑坡受历史罕见的强降雨诱导开启失稳变形进程,但受制于地形条件,具有分段失稳、渐进破坏等特点。在滑坡长期蠕动变形过程中,多期降雨导致地下水位浮动变化,刺激滑体蠕变加剧。次级牵引式滑坡由于临空条件受主滑坡控制,其演化进程与主滑坡失稳变形表现出明显关联性和一定滞后性。推移式堆积层主滑坡受地形、地下水和荷载等因素影响,从滑带参数弱化到滑面蠕滑贯通需经历长期过程;而牵引式堆积层次级滑坡是由于关键阻滑体的缺失,导致坡体应力重分布产生的后退式滑动,一般历时较短。

       

      Abstract: At the beginning of 2011, affected by multi-periods of heavy rainfall, many geohazards were developed on the accumulated layer slopes in Shuimatuo Town, Sinan County. They include ground surface rupture, wall inclination, deformation aggravation of fissures on ground and walls. Once influenced by the heavy rainfall and other unfavorable factors, the unstable slopes would slide continuously, posing a serious threat to the 509 persons and 556 houses of Datong Community, and a significantly negative impact to the local society. Based on the field survey and indoor analysis, this paper elaborates the geo-environmental characteristics of the Shuimatuo landslide region and clarifies the important effects of geological structures and topographic conditions to the seepage field of the slope. With the help of local meteorological data, we continue to research the deformation and failure process of the slope under the rainfall condition with the SEEP/W module and the FLAC3D software. We preliminarily expound the formation mechanism of the thrust-type landslide(H1) and secondary tractive landslide(H2)triggered by the multi-period of rainfall. The preliminary research results believe that induced by the rare heavy rainfall in the history, the major landslide begins to deform, but limited by the terrain condition, showing characteristics of part and progressive failure. During the long-term creep deformation process of landslide, rainfall causes a fluctuation of the groundwater level, strengthening the creep of sliding mass. Controlled by the free surface condition, the evolutionary process of secondary tractive landslide shows obvious correlation and certain lag comparing to the major landslide. For the thrust-type accumulated layer landslide, affected by the terrain, groundwater and loading conditions, it takes a long time from strength decrease of sliding belt to the formation of sliding plane. While tractive accumulated layer landslide lasts shortly as it is a backward movement generated by slope stress redistribution due to the lack of key anti-slide body.

       

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