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草坪上滑坡形成机制及其稳定性评价

FORMATION MECHANISM OF THE CAOPINGSHANG LANDSLIDE AND ITS STABILITY EVALUATION

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【作者】 孙瑜曾四和曹树波

【Author】 Sun Yu,Zeng Si-he,Cao Shu-bo(Sichuan Institute of Nuclear Geology,Chengdu 610061,China)

【机构】 四川省核工业地质调查院

【摘要】 位于九寨沟双河乡的草坪上滑坡属高烈度大型滑坡,一旦失稳,危害严重。通过对滑坡地质背景、结构特征和变形破坏特征的分析,确定该滑坡变形属重力蠕滑型。结合试验资料,通过参数反演确定计算参数,利用传递系数法对滑坡稳定性进行定量评价。评价表明,在天然、地震或暴雨工况下,滑体整体处于稳定状态。暴雨条件下,其前缘稳定性迅速降低,可能失稳。

【Abstract】 The landslide,a large-scale landslide of high-intensity located at Shuanghe Township of Jiuzhaogou,will cause serious hazards in case of instability.It is determined as a gravity-creep type through an analysis of its geological background,structural features and deformation-failure characteristics.The transfer coefficient method is applied to assess its stability quantitatively,with experimental data used and calculation parameters determined by the parameter inversion method.It is assessed to be stable as a whole in natural,earthquake or heavy rain conditions,yet with the possibility of its leading edge being unstable in storms.

  • 【文献出处】 地质灾害与环境保护 ,Journal of Geological Hazards and Environment Preservation , 编辑部邮箱 ,2011年04期
  • 【分类号】P642.22
  • 【下载频次】44
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