Uncertainty Analysis and Risk Management of Underground Cavern Group at Jinping II Hydropower Station
文献类型:会议论文
作者 | Feng, Xia-Ting2![]() |
出版日期 | 2015 |
会议日期 | OCT 13-16, 2015 |
会议地点 | Rotterdam, NETHERLANDS |
关键词 | hydropower underground cavern group uncertainty analysis risk assessment risk mitigation |
DOI | 10.3233/978-1-61499-580-7-645 |
页码 | 645-651 |
英文摘要 | The epistemic uncertainty and aleatory uncertainty caused by the geology condition and construction method make the surrounding rock stability evaluation of underground cavern group difficult. The first may be reduced with more field investigation, tests or monitoring, but the later can not be avoided completely. So the risk analysis method can be used to evaluate the cavern group stability. In this paper, based on the large hydropower underground cavern group database, the risk management stages were divided into two main stages: initial risk management and dynamic and final risk management. For the first stage, the assessment and mitigation methods of overall risk and local risk before the construction of hydropower underground cavern group were suggested. And the dynamic risk was assessed with the fuzzy mathematical method and mitigated during the construction of each layer of cavern according to the revealed geological conditions and actual behaviors of surrounding rock after excavated. Finally, one layer of Jingping II Hydropower Station was analyzed with the proposed method. |
会议录 | GEOTECHNICAL SAFETY AND RISK V
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会议录出版者 | IOS PRESS |
会议录出版地 | AMSTERDAM |
语种 | 英语 |
WOS研究方向 | Engineering |
WOS记录号 | WOS:000376267000095 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/4848] ![]() |
专题 | 岩土力学所知识全产出_会议论文 岩土力学所知识全产出 |
作者单位 | 1.Changsha Univ Sci & Technol, Sch Civil Engn & Architecture ; 2.Chinese Acad Sci, Inst Rock & Soil Mech |
推荐引用方式 GB/T 7714 | Feng, Xia-Ting,Zhang, Yong-Jie,Jiang, Quan. Uncertainty Analysis and Risk Management of Underground Cavern Group at Jinping II Hydropower Station[C]. 见:. Rotterdam, NETHERLANDS. OCT 13-16, 2015. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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