喻学文, 吴永锋. 1996: 长江三峡巴东县城区三道沟滑坡成因研究. 工程地质学报, 4(1): 1-7.
    引用本文: 喻学文, 吴永锋. 1996: 长江三峡巴东县城区三道沟滑坡成因研究. 工程地质学报, 4(1): 1-7.
    Yu Xuewen, Wu Yongfeng. 1996: A STUSY ON THE MECHANISM OF SANDAOGOU LANDSLIDE IN URBAN AREA OF BADONG COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 4(1): 1-7.
    Citation: Yu Xuewen, Wu Yongfeng. 1996: A STUSY ON THE MECHANISM OF SANDAOGOU LANDSLIDE IN URBAN AREA OF BADONG COUNTY. JOURNAL OF ENGINEERING GEOLOGY, 4(1): 1-7.

    长江三峡巴东县城区三道沟滑坡成因研究

    A STUSY ON THE MECHANISM OF SANDAOGOU LANDSLIDE IN URBAN AREA OF BADONG COUNTY

    • 摘要: 三道沟滑坡位于巴东县新城区大型古滑坡前缘临江部位。自1995年6月出现裂缝, 经过四个多月的逐步发展, 至10月29日发生滑动破坏, 体积约20万m3.变形滑动的主因是老滑坡体前缘地形较陡, 土体疏松强度低; 对岸渣角碛洪积扇窄束河道, 使南岸遭受冲蚀。诱因是降雨的影响、江水涨落的影响、新城建设人工弃土及动荷载效应的影响等, 使斜坡负担过重, 水文地质条件发生了变化, 土体力学强度进一步降低, 促使临界平衡状态的斜坡发生了滑动破坏。

       

      Abstract: Sandaogou Landslide is the on-bank (front) part of a large ancient landslide located in the new urban aera of Badong County. First cracks appeared in June, 1995, and progressively developed for 4 months. Then the ground failed and the lanslide took place on 29th of Oct. With a volume of 200, 000 m3. Thanks to correct prediction and in time mitigation measures taken by the local government, the damages caused by this slide were reduced to minimum.The principal factors for the ground deformation and slide are the steep relief on the front of the ancient landslide, very loose landslide deposits with low strength,and river erosion of the southern bank associated with narrowing of the river channel caused by accumulation of fluvial sediments on the opposite bank at Zhajiaoji on the Yangtze River. The triggering factors are rainfall, fluctuating water level, artificial waste loads on the slope from new urban area, dynamic loads, and changing hydrogeological conditions, which resulted in further lowering of mechanical strength of the ground mass and hence led the slope being in a critical state to fail.

       

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