黄土-泥岩滑坡渐进滑动失稳的模型试验研究

Physical modelling of progressive sliding instability of loess-mudstone landslide

  • 摘要: 西北地区的黄土-泥岩滑坡灾害逐渐受到关注,其失稳机理和力学模型成为岩土工程方向的研究热点。以滑动变形为指标来研究黄土-泥岩滑坡的渐进失稳模型,能更好地服务于黄土-泥岩滑坡的监测预警工作。采用土-岩滑动界面处直接渗水的方法,模拟降雨入渗作用下黄土-泥岩滑坡渐进滑动失稳的特征;采用在滑动界面处布置微型孔隙水压力和土压力传感器、在滑坡侧面和表面布置宏观变形观测点的方案,研究黄土-泥岩滑坡的渐进滑动失稳特征。结果显示,黄土-泥岩滑坡在顶部或中部某个位置优先形成拉张式裂缝,随后裂缝逐渐贯通并分割滑坡体,形成“滑移-拉裂-推挤”三段式的失稳模型。黄土-泥岩滑坡渐进滑动失稳模型的建立,对其监测预警和工程防御等方面具有重要科学价值。

     

    Abstract: Loess landslide hazards in Northwest China is gradually gaining attention, especially loess-mudstone landslides, their destabilization mechanism and mechanical model have become a hot spot for research in the direction of geotechnical engineering. Using sliding deformation as an indicator, we studied the progressive instability model of loess-mudstone landslides, which can better serve the monitoring and early warning of loess-mudstone landslides. Direct water infiltration at the sliding interface was used to simulate the characteristics of progressive sliding instability of loess-mudstone landslides under the action of rainfall infiltration. Miniature pore water pressure and soil pressure sensors were arranged at the sliding interface and macroscopic deformation observation points were arranged at the sides and surface of landslide, to reveal the progressive sliding instability characteristics of the loess-mudstone landslide. The results show that the loess-mudstone landslide forms tension cracks at the top or middle of the landslide, and then the cracks gradually expand and divide the landslide, forming a three-stage instability model of "sliding - pulling - pushing". The modelling for progressive sliding instability of loess-mudstone landslides provided important scientific value for its monitoring, early warning, and engineering defense.

     

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