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首页> 外文期刊>Landslides >Formation mechanism and characteristics of the Jinjiling landslide in Wushan in the Three Gorges Reservoir region, China
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Formation mechanism and characteristics of the Jinjiling landslide in Wushan in the Three Gorges Reservoir region, China

机译:中国三峡库区武山金鸡滑坡的形成机制及特点

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The resettlement of residents to new urban areas in the Three Gorges Reservoir region, China, has generally adopted the local resettlement method, but engineering disturbances in conjunction with heavy rainfall have contributed to landslide instability. This paper discusses the influential factors and formation mechanism of the Jinjiling landslide in Jiangdong District, Wushan County, Chongqing, China. This study concludes that the cutting and filling of slopes have led to loading of the rear edge and open cut excavation at the downhill side of landslide. More importantly, the filling of channels with surface soil has blocked the surface water discharge channel along the landslide body, thereby transforming surface water into groundwater. Therefore, under heavy rainfall, the groundwater level in the Jinjiling landslide rose substantially, resulting in large deformation in approximately August 1, 2018. After emergency treatment, including groundwater pumping, the landslide deformation slowed considerably. The rising groundwater caused by filling of the slope was the key factor influencing the landslide. Based on the deformation characteristics and formation mechanism of the landslide, comprehensive control measures referred to as the "drainage+unloading+support" scheme are proposed, and drainage should be the focus of this type of landslide protection project. The results of this study may provide a reference for similar slope engineering projects.
机译:居民重新安置到中国三峡库区新城地区,普遍采用了当地的移民体系,但与大雨的工程干扰有助于滑坡不稳定。本文探讨了中国重庆江东省江东区金鸡山滑坡的影响因素和地层机制。这项研究得出结论,斜坡的切割和填充导致了后缘的装载,并在滑坡的下坡侧打开切割挖掘。更重要的是,具有表面土的通道填充沿滑坡体阻断了表面排水通道,从而将地表水转化为地下水。因此,在大雨降雨之后,金鸡滑坡的地下水位大幅上升,导致2018年8月1日大约一年时间的变形。紧急治疗后,包括地下水泵浦,滑坡变形很大。填充斜率引起的升起地下水是影响滑坡的关键因素。基于滑坡的变形特性和形成机制,提出了称为“排水+卸载+支撑”方案的综合控制措施,排水应成为这种类型的滑坡保护项目的重点。该研究的结果可以为类似的坡度工程项目提供参考。

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