Large-scale model test study on the water pressure resistance of construction joints of karst tunnel linings
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11709-023-0974-x.pdf
Reference27 articles.
1. Liu Y, Feng Y N, Xu M, Zhang Y, Long H, Zhu H. Effect of an incremental change in external water pressure on tunnel lining: A case study from the Tongxi karst tunnel. Natural Hazards, 2019, 98(2): 343–377
2. Gong C, Ding W, Soga K, Mosalam K M. Failure mechanism of joint waterproofing in precast segmental tunnel linings. Tunnelling and Underground Space Technology, 2019, 84: 334–352
3. Wang F Y, Huang H W. Theoretical analysis of the joint leakage in shield tunnel considering the typical deformation mode. International Journal of Geomechanics, 2020, 20(12): 04020218
4. Zhang G L, Zhang W J, Li H L, Cao W Z, Wang B D, Guo W S, Gao P. Waterproofing behavior of sealing gaskets for circumferential joints in shield tunnels: A full-scale experimental investigation. Tunnelling and Underground Space Technology, 2021, 108: 103682
5. Liu S Y, Zhang X F, Chen X G, Wang C, Chen Y. Exploratory research on drainage structure of highway tunnel based on reducing the risk of crystallization blockage. Processes, 2022, 10(7): 1319
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