中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Study on bank stability and safety protection under conditions of rapid drawdown of the Three Gorges reservoir

文献类型:会议论文

作者Yu, F; Chen, SX; Miao, Y
出版日期2005
会议日期NOV 02-04, 2005
会议地点Shaoxing, PEOPLES R CHINA
关键词Three Gorges reservoir rapid drawdown reinforced slope FEM bank stability safety protection
页码1589-1594
英文摘要The geological and hydrological conditions of the Three Gorges reservoir region are analyzed. The safety protection scheme with the vegetation, the geosynthetic material and its superiority for the bank in the region are put forward. A finite element model is established based on the test project. The non-linear analysis is carried out to simulate the unsteady seepage in rapid drawdown of the Three Gorges dam. On this foundation, by analyzing the variation of the displacement, stress, plastic failure fields, safety factor and geogrid-soil interaction under influence of unsteady seepage pressure, the failure mechanism of the reinforced slope are studied. The research results indicate that the vegetation geogrid reinforced slope has more emergency capacity owning to the adjustment of geogrid-soil interaction in the process of rapid drawdown. It is an effective protection scheme to ensure the integral stability of the bank in the Three Gorges reservoir region.
会议录PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL V, PTS A AND B
会议录出版者SCIENCE PRESS BEIJING
会议录出版地BEIJING
语种英语
WOS研究方向Computer Science ; Engineering ; Operations Research & Management Science
WOS记录号WOS:000233802701056
源URL[http://119.78.100.198/handle/2S6PX9GI/4407]  
专题岩土力学所知识全产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Yu, F,Chen, SX,Miao, Y. Study on bank stability and safety protection under conditions of rapid drawdown of the Three Gorges reservoir[C]. 见:. Shaoxing, PEOPLES R CHINA. NOV 02-04, 2005.

入库方式: OAI收割

来源:武汉岩土力学研究所

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