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Formation Mechanism and Stability Analysis of Typical Accumulation Landslide in the Three Gorges Reservoir

机译:三峡水库典型堆积滑坡形成机理与稳定性分析。

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Taking the typical gravel soil accumulation landslide - Huang Lianshu landslide for study, the paper presents a deep analysis of formation mechanism and for deformation characteristics rainfall-induced landslide, to the measured terrain data, survey data, test data as the basis, the use of geoscience simulation software GeoStudio the SEEP / W module and SLOPE / W module to establish the appropriate geological model set different conditions based on rainfall-induced landslides and landslide stability calculation in different conditions. Stability calculated landslide and heavy rain storm was a significant positive correlation, the smaller the stability of ≤60mm cumulative rainfall landslide, rainfall for ≥90mm sensitive response, disaster mechanism of the landslide and the destruction process of the class landslide Hazard prevention disposal and provided valuable experience.
机译:本文以典型的砾石土堆积滑坡-黄连树滑坡为研究对象,对降雨诱发滑坡的形成机理和变形特征进行了深入分析,以实测地形数据,调查数据,试验数据为依据,运用地球科学模拟软件GeoStudio的SEEP / W模块和SLOPE / W模块建立适当的地质模型,根据降雨诱发的滑坡和不同条件下的滑坡稳定性计算,设置不同的条件。稳定性计算得出的滑坡与暴雨暴雨呈显着正相关,累积降雨≤60mm的滑坡的稳定性,≥90mm敏感响应的降雨,滑坡的灾害机理以及该类滑坡的破坏过程的危害较小,为防止灾害提供了有价值的依据。经验。

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