Numerical Simulation of Transient Unloading Response Mechanism of Deep Tunnel Excavation with Single Joint
Using particle flow numerical simulation to reproduce the transient unloading process of a deep buried single joint tunnel, this study explores the influence of crack characteristics on the transient unloading effect of the access tunnel of Shuangjiangkou Hydropower Station from multiple perspective...
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Main Authors: | , , , |
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Format: | Article |
Language: | zho |
Published: |
Editorial Office of Pearl River
2024-09-01
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Series: | Renmin Zhujiang |
Subjects: | |
Online Access: | http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2024.09.009 |
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