Communications - Scientific Letters of the University of Zilina 2019, 21(3):72-76 | DOI: 10.26552/com.C.2019.3.72-76

Stress-Strain State of a Cylindrical Shell of a Tunnel Using Construction Stage Analysis

Sergey B. Kosytsyn1, Vladimir Y. Akulich1
1 Department of Theoretical Mechanics, Russian University of Transport (MIIT), Moscow, Russia

The work is aimed at research of the stress-strain state of a cylindrical shell of a tunnel using the non-linear static analysis and construction stage analysis. Research is carried out on the example of determining the stress-strain state of the tubing (shells) of the main line tunnel, constructed using a tunnel powered complex (slurry shield). Based on obtained results, a comparative analysis of the computational models with the corresponding conclusions is presented.

Keywords: construction stages; soil massif; shell; slurry shield; finite elements

Received: March 5, 2019; Accepted: May 9, 2019; Published: August 15, 2019  Show citation

ACS AIP APA ASA Harvard Chicago IEEE ISO690 MLA NLM Turabian Vancouver
Kosytsyn, S.B., & Akulich, V.Y. (2019). Stress-Strain State of a Cylindrical Shell of a Tunnel Using Construction Stage Analysis. Communications - Scientific Letters of the University of Zilina, 21(3), 72-76. doi: 10.26552/com.C.2019.3.72-76
Share...
Download citation
  • BibTeX (.bib)
  • Bookends (.ris)
  • EasyBib (.ris)
  • EndNote (.enw)
  • EndNote 8 (.xml)
  • ISI WoS (.isi)
  • Medlars (.medlars)
  • Mendeley (.ris)
  • MODS (.xml)
  • Papers (.ris)
  • RefWorks (.txt)
  • RefManager (.ris)
  • RIS (.ris)
  • MS Word (.xml)
  • Zotero (.ris)
    • Open full article

    References

    1. KLEIN, G. K. Calculation of underground pipelines. Moscow: Stroiizdat, 1969.
    2. KOSITSYN, S. B., DOLOTKAZIN, D. B. Calculation of beam systems interacting with an elastic foundation by finite element method using the software complex MSC/Nastran for Windows. Textbook. Moscow: MIIT, 2004.
    3. KOSITSYN, S. B., LINH, T. X. Numerical analysis of stress - strain state of orthogonal intersecting cylindrical shells with and without taking into account their unilateral interaction with the soil environment. International Journal for Computational Civil and Structural Engineering. 2014, 10(1), p. 72-78. ISSN 2587-9618, eISSN 2588-0195.
    4. LEONTIEV, N. N. A practical method of calculation of thin-walled cylindrical pipe on an elastic foundation. Proceedings of Moscow Construction Engineering University. 1957, 27, p. 47 - 69.
    5. ALEXANDROV, A. V., POTAPOV, V. D. Foundations of the theory of elasticity and plasticity: Book for universities of construction. Moscow: High school, 1990. ISBN 5-06-000053-2.
    6. ZIENKIEWICZ, O. C., TAYLOR, R. L. The finite element method. Volume 2: Solid mechanics. 5. ed. Oxford: Butterworth-Heinemann, 2000. ISBN 0-7506-5055-9.
    7. ATTEWELL, P. B. Ground movements caused by tunnelling in soil. Large ground movements and structures conference: proceedings. London: Pentech Press. 1978, p. 812-948.
    8. ATTEWELL, P. B., SELBY, A. R. Tunnelling in compressible soils: Large ground movements and structural implications. Tunnelling and Underground Space Technology. 1989, 4(4), p. 41-54. ISSN 0886-7798.
    9. BROMS, B. B., BENNERMARK, H. Stability of clay in vertical openings. Journal of the Soil Mechanics and Foundations Division. 1967, 93(1), p. 71-94. ISSN 0044-7994. Go to original source...
    10. PECK, R. B. Deep excavations and tunnelling in soft ground. 7-th ICSMFE : proceedings. 1969, p. 225-290.

    This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits use, distribution, and reproduction in any medium, provided the original publication is properly cited. No use, distribution or reproduction is permitted which does not comply with these terms.


    Return to the content