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Analysis on Deformation Failure Mechanism of an Open-pit Landslide

机译:露天滑坡变形故障机理分析

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Taken an open-pit landslide as an example, the cause of formation and the factors inducing the slope to failure are analyzed. According to deformation characteristic of the landslide, the deformation has been exacerbating with the deep mining in depth, and the deformation has close relationship with the rainfall. Rainwater infiltration, which soften the rock mass and induce the pore water pressure to increase, induce envoke landslides. Through analysis on the factors of landslides, the formation lithology(FL) and precipitation are main factors triggering generation and reactivation of landslides. Meanwhile, the deformation failure mechanism and instability mode of the landslide is obtained, which is the sliding and bending deformation model.
机译:分析了露天滑坡,作为一个例子,分析了地层的原因和诱导斜坡失效的因素。根据滑坡的变形特征,变形与深度深度挖掘一直加剧,变形与降雨密切相关。雨水渗透,软化岩石质量并诱导孔隙水压力增加,诱使套路山体滑坡。通过分析山体滑坡因素,地层岩性(FL)和降水是触发山体滑坡发电和再活化的主要因素。同时,获得了滑坡的变形故障机理和不稳定性模式,这是滑动和弯曲变形模型。

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