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从地形条件、地层岩性、地下水的影响以及人类工程活动等方面对张家界龙潭桥铁路段滑坡的形成机制进行分析,采用传递系数法对滑坡的稳定性进行计算和评价,提出了相应的滑坡治理措施,为以后类似工程提供参考借鉴。
The formation mechanism of landslides in Longtanqiao section of Zhangjiajie is analyzed from the aspects of topography, lithology, groundwater influence and human engineering activities. The stability of landslide is calculated and evaluated by the transfer coefficient method, and the corresponding landslide control Measures for future similar projects to provide reference.