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| NUMERICAL ANALYSIS ON REINFORCED CONCRETE LINING FOR OUTLET MANIFOLD OF YELLOW RIVER DIVERSION PROJECT |
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Abstract In order to verify the feasibility and reasonableness of design for the reinforced concrete lining of outlet manifold of general pump stations of Shanxi Yellow River Diversion Project，3-D numerical analysis is made based on field investigations. The stress distribution and width of cracks of reinforced concrete lining are obtained. Furthermore，the shape of reinforced concrete and reinforcement ratio of the manifold are suggested to control the width of cracks in concrete and keep stability of the engineering.
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Received: 29 February 2000
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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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