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不同库水消落方式下动水压力型滑坡变形与稳定性响应研究
引用本文:付小林,汤明高,叶润青,李九乾,马新建,向育才.不同库水消落方式下动水压力型滑坡变形与稳定性响应研究[J].水利水电技术,2021,52(1):201-211.
作者姓名:付小林  汤明高  叶润青  李九乾  马新建  向育才
作者单位:1. 中国地质调查局 武汉地质调查中心,湖北 武汉 430205; 2. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059; 3. 四川省交通勘察设计研究院有限公司,四川 成都 610017
基金项目:国家自然科学基金项目( 41977255) ; 地质调查项目子题( 武地科合[2019]037) ; 四川省科技计划项目( 2019YJ0403)
摘    要:水库滑坡灾害是大型水库运行调度工作中备受关注的问题.为了科学指导汛期水库运行调度中的滑坡灾害风险防控,基于库水动力作用效应及类型分析,通过大型离心模型试验和数值模拟研究了库水下降诱发滑坡变形破坏机理,重点分析了库水持续性下降、不同间歇期下降、相同间歇期多阶段下降三种消落方式下的滑坡稳定性响应规律.研究表明:在库水下降末...

关 键 词:水库滑坡  稳定性  变形  动水压力  库水消落  数值模拟  离心模型试验
收稿时间:2020-05-11

Study on deformation and stability of hydrodynamic landslide under different reservoir water fluctuation modes
FU Xiaolin,TANG Minggao,YE Runqing,LI Jiuqian,MA Xinjian,XIANG Yucai.Study on deformation and stability of hydrodynamic landslide under different reservoir water fluctuation modes[J].Water Resources and Hydropower Engineering,2021,52(1):201-211.
Authors:FU Xiaolin  TANG Minggao  YE Runqing  LI Jiuqian  MA Xinjian  XIANG Yucai
Affiliation:1. Wuhan Geological Survey Center,China Geological Survey,Wuhan 430205,Hubei,China; 2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,Sichuan, China; 3. Sichuan Communication Surveying and Design Institute Co.,Ltd.,Chengdu 610017,Sichuan,China
Abstract:Reservoir landslide disaster is a problem of great concern in the operation of large reservoirs. In this paper,in order to guide the operation of reservoir in flood season and control the risk of reservoir landslide,the research on the deformation and stability response of hydrodynamic landslide under different reservoir water fluctuation modes is carried out. Base on analysis on the effect and type of reservoir hydrodynamic action,through numerical simulation and large-scale centrifugal model test,the stability response law and deformation mechanism of landslide induced by reservoir water falling is revealed. The stability response law of landslide under three kinds of fluctuation modes,namely,the continuous decline of reservoir water,the decline of different intermittent periods and the multi-stage decline of the same intermittent period,are analyzed. The results are as follows: At the end of reservoir water decline,with the rapid decline of slope hydrostatic pressure,the groundwater level in the landslide body seriously lags behind the reservoir water level change,which easily leads to high hydrodynamic pressure and landslide deformation and damage. In the process of continuous decline of water level,the greater the decline rate of reservoir water,the greater the head difference,and the greater the underground hydraulic gradient,the stability will continue to decline. Compared with the continuous decline in different intermittent periods,the groundwater gradient ratio decreases,which can alleviate the influence of groundwater lag and hydrodynamic pressure caused by the continuous and rapid decline of reservoir water level,and the stability decline rate will slow down. However,the multi-stage decline in the same intermission period can further reduce the impact,and the decrease range of stability is significantly reduced.
Keywords:reservoir landslide  stability  deformation  dynamic water pressure  reservoir water dissipation  numerical simulation  centrifugal model test  
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