Theoretical solution and failure analysis of water pressure on lining of deep-buried non-circular hydraulic tunnel based on the equivalent hydraulic radius method
Authors:
- Shuqian DuanShuqian Duan
- Xiqing JiangXJXiqing Jiang
- Quan JiangQJQuan Jiang
- Jiecheng XiongJXJiecheng Xiong
- Chenyang LiCLChenyang Li
- 3 March 2023
- journal article
- research article
- Published by Elsevier in Engineering Failure Analysis
- Vol. 148
Abstract
No abstract availableKeywords
Funding Information
- China Postdoctoral Science Foundation (2021M701111)
- National Natural Science Foundation of China (51909241, 52008376, 52279114)
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