人民长江 ›› 2020, Vol. 51 ›› Issue (10): 110-115.doi: 10.16232/j.cnki.1001-4179.2020.10.019

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利用GRACE模型反演长江流域陆地水储量的变化

王微, 李伟伟, 王奉伟   

  • 出版日期:2020-10-28 发布日期:2020-10-28

Study on influence of occurrence environment on stability of Ganhaizi Landslide

YIN Qiuyu, LI Renjiang, LENG Xianlun, FANG Bo ,FU Xiaodong   

  • Online:2020-10-28 Published:2020-10-28

摘要: 赋存环境直接决定滑坡的稳定性,其中库水位涨落、暴雨及地震作用是影响滑坡稳定性的关键因素。干海子滑坡体位于溪洛渡水电站库区,水库调度过程中滑坡体的稳定性是保障溪洛渡水电工程健康运营的关键。根据干海子滑坡体现场变形监测资料,运用二维极限平衡分析法,开展了滑坡体在水电站建设期、蓄水期及运营期的稳定性分析;并评价了赋存环境对干海子滑坡体稳定性的影响,以确定可能的破坏模式、规模和临界条件。研究结果表明:前缘滑坡体安全系数明显小于整体滑坡体和中部滑坡体,蓄水期间随着库水位的上升,滑坡体的安全系数减小,导致前缘塌岸的风险增加;在一个运行周期内,滑坡体的最不稳定条件为库水位下降且遇到暴雨时;当有地震作用时,前缘滑坡体失稳的可能性进一步增加。研究成果对滑坡体的变形破坏机理及稳定性的评价预测具有一定的借鉴意义。

关键词: 库岸滑坡稳定; 赋存环境; 库水位涨落; 极限平衡; 稳定性分析; 干海子滑坡体; 溪洛渡水电站;

Abstract: The occurrence environment directly determines stability of a landslide. The fluctuation of the reservoir water level, heavy rain and earthquake are the key factors affecting the stability of a landslide. The Ganhaizi landslide is located in the reservoir area of the Xiluodu Hydropower Station. The stability of the landslide during the reservoir water dispatching process is the key to ensuring the healthy operation of the Xiluodu Hydropower Project. Based on the on-site deformation monitoring data of the Ganhaizi landslide, using the two-dimensional limit equilibrium analysis method, the stability analysis of the landslide body during the construction, impoundment and operation periods of the hydropower station were carried out, and the impact of the occurrence environment on the stability of the Ganhaizi landslide was evaluated and the possible failure mode, scale and critical condition were determined. Studies have shown that the safety factor of the landslide front edge is significantly lower than the overall landslide and the central landslide. As the reservoir water level rises during the water storage period, the safety factor of the landslide decreases, resulting in an increase in the risk of front edge bank collapse; in one operation cycle, the most unstable condition of the landslide is a time when the reservoir water level drops and the rainstorm is encountered; when there is an earthquake, the possibility of landslide instability at the front edge further increases. The research results have certain reference significance for the evaluation and prediction of the deformation failure mechanism and stability of landslides.

Key words: bankside slope; occurrence environment; reservoir water level fluctuation; limit equilibrium; stability analysis; Ganhaizi landslide; Xiluodu Reservoir;