Disaster Mechanism and Frost Heave Effect of Railway Tunnel Induced by Drainage System Failure in High Latitude Cold Region-Reference-Cited by-同舟云学术

Disaster Mechanism and Frost Heave Effect of Railway Tunnel Induced by Drainage System Failure in High Latitude Cold Region

Published:2024-08-06 Issue: Volume: Page:
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Zhou Feicong,Xie Shenghao,Wang Lei,Ma Zhifu,Zhou Ping,Jiang Yifan,Chen Shougen,Wang Zhijie

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s12205-024-5458-6.pdf

Reference35 articles.

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2. China Railway Eryuan Engineering Group Co., Ltd. (2016) Code for design of rai1way tunnel (TB 10003-2016), first ed., China Railway Publishing House, Beijing (in Chinese)

3. Cui G, Ma J, Wang D (2021) Applying the new corrugated steel plate (NCSP) liner in the seasonally frozen tunnel to enhance the insulation capacity of linings. Case Studies in Thermal Engineering 26:101130, DOI: https://doi.org/10.1016/j.csite.2021.101130

4. Feng Q, Fu S, Wang C, Liu W, Wang Y, Qiao W (2019) Analytical elasto-plastic solution for frost force of cold-region tunnels considering anisotropic frost heave in the surrounding rock. KSCE Journal of Civil Engineering 23(9):3831–3842, DOI: https://doi.org/10.1007/s12205-019-1446-7

5. Gao C, Xiang L, Zhang X, Zhou Y, Liu S (2019) Lining stress caused by crystal lization clogging of tunnel drainage pipe at different water levels. Journal of Chongqing Jiaotong University (Natural Science) 38:45–51, DOI: https://doi.org/10.3969/j.issn.1674-0696.2019.05.08