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| INTELLIGENT AND DYNAMIC DESIGN METHOD OF LARGE CAVERN GROUP AND ITS PRACTICE |
| (1. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2. HydroChina Huadong Engineering Corporation,Hangzhou,Zhejiang 310014,China;3. Ertan Hydropower Development Co.,Ltd.,Chengdu,Sichuan 610051,China) |
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Abstract Focusing on characteristics of strong excavation unloading of high sidewalls of multi-cavern group under complicated geological conditions,an intelligent and dynamic design method is proposed for the stability analysis,design and construction of large cavern group. The method aims at the safe and economic construction for the large cavern group under complicated geological conditions. It considers the entire system?s process from recognition of geological conditions,back analysis of in-situ stress field,understanding of deformation and failure mechanism of surrounding rock of large cavern group,stability analysis,global optimization of control measures of the stability such as excavation procedure and support parameters of cavern group,and dynamic adjustment of the excavation procedure and support parameters during the construction. The method has been in good practice of design and construction of underground powerhouse at Jinping II hydropower station. The results show that it is reliable information,intelligent and scientific method for design and construction of large cavern group.
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Received: 25 September 2010
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CHEN Weizhong1*, LIU Xinyu1, 2, YANG Jianping1, WANG Wei1, 2, ZANG Zhonghai3, DING Hongyuan3, ZHANG Zheyuan3, WANG Xiaogang3, SHI Zhengrong1. Development of a large-scale 3D physical model test system for underground energy storage caverns and its model experimental study[J]. , 2026, 45(6): 1615-1628. |
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