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| NUMERICAL SIMULATION OF TUNNEL WITH FREEZING METHOD CONSTRUCTION |
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Abstract The tunnel with freezing method contraction by nonlinear computer software FLAC3D is analyzed，and the effects of step excavation，step pouring，underground continuous wall，pile foundation to deformation and stress of freezing curtain and lining，are analyzed. The achieved results can provide references to similar projects.
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Received: 29 June 2005
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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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