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Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2019, Volume 60, Issue 1, Pages 205–216
DOI: https://doi.org/10.15372/PMTF20190121 (Mi pmtf495) 		 
This article is cited in 7 scientific papers (total in 7 papers)

Analytical solution for the external stress acting on the lining in a deep-buried circular tbm tunnel considering the seepage field

Q. Yana, Ch. Zhangab, W. Wua, Ya. Zhanga, T. Mac

a Southwest Jiaotong University, 610031, Chengdu, China
b University of Houston
c China Railway Eryuan Engineering Group Co. Ltd, 610031, Chengdu, China
Full-text PDF (380 kB) Citations (7)
DOI: https://doi.org/10.15372/PMTF20190121
Abstract: Based on the elastic theory and the seepage flow theory, a new analytical solution with consideration of the seepage force is proposed to determine the external stress on the lining of a circular TBM tunnel. According to this solution, the relationships between the permeability coefficient of rock masses and the maximum allowable drainage flow are studied. The influence of the controlled drainage flow and the elastic modulus of surrounding rocks on the external stress is discussed. Moreover, in order to validate the results obtained from the elastic analytical solution developed in this paper, a comparison between the results obtained from the solution considering the seepage force and that without consideration of the seepage force is performed.
Keywords: TBM tunnel lining, groundwater, controlled drainage, external loading, seepage force, elastic solution.
Funding agency Grant number
National Natural Science Foundation of China 51678500
China State Railway Group Company 2014G004-H
Received: 01.08.2017
Revised: 15.05.2018
Accepted: 28.05.2018
English version:
Journal of Applied Mechanics and Technical Physics, 2019, Volume 60, Issue 1, Pages 176–185
DOI: https://doi.org/10.1134/S0021894419010218
Bibliographic databases:
Document Type: Article
UDC: 658.2
Language: Russian
Citation: Q. Yan, Ch. Zhang, W. Wu, Ya. Zhang, T. Ma, “Analytical solution for the external stress acting on the lining in a deep-buried circular tbm tunnel considering the seepage field”, Prikl. Mekh. Tekh. Fiz., 60:1 (2019), 205–216; J. Appl. Mech. Tech. Phys., 60:1 (2019), 176–185
Citation in format AMSBIB
\Bibitem{YanZhaWu19}
\by Q.~Yan, Ch.~Zhang, W.~Wu, Ya.~Zhang, T.~Ma
\paper Analytical solution for the external stress acting on the lining in a deep-buried circular tbm tunnel considering the seepage field
\jour Prikl. Mekh. Tekh. Fiz.
\yr 2019
\vol 60
\issue 1
\pages 205--216
\mathnet{http://mi.mathnet.ru/pmtf495}
\crossref{https://doi.org/10.15372/PMTF20190121}
\elib{https://elibrary.ru/item.asp?id=36976024}
\transl
\jour J. Appl. Mech. Tech. Phys.
\yr 2019
\vol 60
\issue 1
\pages 176--185
\crossref{https://doi.org/10.1134/S0021894419010218}
Linking options:
  • https://www.mathnet.ru/eng/pmtf495
  • https://www.mathnet.ru/eng/pmtf/v60/i1/p205
    • This publication is cited in the following 7 articles:
    1. E.T. Wang, H.N. Wang, X.C. Jia, “New analytical solutions for stress and displacement in deeply buried noncircular tunnels incorporating the influence of seepage flow”, Applied Mathematical Modelling, 2025, 115990  crossref
    2. Wadslin Frenelus, Hui Peng, Jingyu Zhang, “Seepage Actions and Their Consequences on the Support Scheme of Deep-Buried Tunnels Constructed in Soft Rock Strata”, Infrastructures, 9:1 (2024), 13  crossref
    3. E. T. Wang, H. N. Wang, F. Song, X. C. Jia, “Analytical solutions for lined noncircular tunnels in deep ground considering hydromechanical coupling”, Geomech. Geophys. Geo-energ. Geo-resour., 10:1 (2024)  crossref
    4. Qingxiong Zhao, Kaihui Li, Ping Cao, Yinzhu Liu, Yongkang Pang, Jingshuo Liu, “A Study on the Influence of Double Tunnel Excavations on the Settlement Deformation of Flood Control Dikes”, Sustainability, 15:16 (2023), 12461  crossref
    5. Qi-xiang Yan, Tian Zhang, Chuan Zhang, De-ping Guo, Song-yong Qing, “Analytical solution for steady seepage into a circular deep-buried mountain tunnel with grouted zone in anisotropic strata”, J. Mt. Sci., 19:10 (2022), 2987  crossref
    6. Jinpeng Zhao, Zhongsheng Tan, Zhenliang Zhou, Filippo Ubertini, “Discussion on the Waterproof and Drainage System of the Coastal Tunnel and Analysis of Water Pressure Law outside Lining: A Case Study of the Gongbei Tunnel”, Advances in Civil Engineering, 2021 (2021), 1  crossref
    7. Zhang Junwei, Zeng Xutao, Tan Yang, “Analytical solution for deep pressure tunnels using composite stratum under a groundwater table”, Ain Shams Engineering Journal, 12:2 (2021), 1419  crossref
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    		Prikladnaya Mekhanika i Tekhnicheskaya Fizika Prikladnaya Mekhanika i Tekhnicheskaya Fizika
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