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
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| 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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