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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 5 scientific papers (total in 5 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 (5)
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}
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    • This publication is cited in the following 5 articles:
    Citing articles in Google Scholar: Russian citations, English citations
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    		Prikladnaya Mekhanika i Tekhnicheskaya Fizika Prikladnaya Mekhanika i Tekhnicheskaya Fizika
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