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Volume 42 Issue 10
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ZHANG Chang-guang, GAO Ben-xian, SHAN Ye-peng, LI Zong-hui. Unified plastic solution for stress and displacement of tunnels in cold regions considering transversely isotropic frost heave[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1825-1831. DOI: 10.11779/CJGE202010007
Citation: ZHANG Chang-guang, GAO Ben-xian, SHAN Ye-peng, LI Zong-hui. Unified plastic solution for stress and displacement of tunnels in cold regions considering transversely isotropic frost heave[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1825-1831. DOI: 10.11779/CJGE202010007
shu

Unified plastic solution for stress and displacement of tunnels in cold regions considering transversely isotropic frost heave

  • 1.

    School of Civil Engineering, Chang'an University, Xi'an 710061, China

  • 2.

    Stake Key Laboratory of Geohazard Prevetion and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China

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  • Received Date: January 12, 2020
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • The unified strength theory is used as a yield criterion to determine the plastic state of frozen surrounding rock of tunnels in cold regions. Taking comprehensive influences of the intermediate principal stress effect and transversely isotropic frost heave on the strength of frozen surrounding rock into account, a unified analytical plastic solution for the stress and displacement of tunnels in cold regions is proposed. A method is then introduced to address the plastic state of frozen surrounding rock. Furthermore, discussions, verifications and parametric studies of the proposed solution are performed. It is found herein that the validity of the unified solution is demonstrated by comparing with the results from Mohr-Coulomb criterion and circumscribed Drucker-Prager criterion available in the reference, thus it is of extensive theoretical significance and good engineering application prospect. The intermediate principal stress has a significant impact on the displacement of frozen surrounding rock, and then more rock strength potentialities are achieved. The frost-heave force increases with the increase of the anisotropic frost-heave coefficient and the volumetric frost-heave strain. It results in that the stability of tunnels in cold regions decreases, and effective insulation measures are taken to reduce the frost-heave effect of the surrounding rock. The result of this study can provide some theoretical suggestions for the design of tunnels in cold regions.
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    • References (15)
  • [1]
    LAI Y M, WU H, WU Z W. Analytical viscoelastic solution for frost force in cold-region tunnels[J]. Cold Regions Science and Technology, 2000, 31(3): 227-234. doi: 10.1016/S0165-232X(00)00017-3
    [2]
    GAO G Y, CHEN Q S, ZHANG Q S, et al. Analytical elastic-plastic solution for stress and plastic zone of surrounding rock in cold region tunnels[J]. Cold Regions Science and Technology, 2012, 72(1): 50-57.
    [3]
    FENG Q, JIANG B S, ZHANG Q, et al. Analytical elasto-plastic solution for stress and deformation of surrounding rock in cold region tunnels[J]. Cold Regions Science and Technology, 2014, 108: 59-68. doi: 10.1016/j.coldregions.2014.08.001
    [4]
    甄田田. 基于黏弹塑性理论的冻结壁与井壁共同作用机理分析[D]. 合肥: 安徽理工大学, 2017.

    ZHEN Tian-tian. Analysis of Interaction Mechanism Between Freezing Wall and Shaft Lining Based on Visco-Elastic-Plastic Theory[D]. Hefei: Anhui University of Science and Technology, 2017. (in Chinese)
    [5]
    夏才初, 李强, 吕志涛, 等. 各向均匀与单向冻结条件下饱和岩石冻胀变形特性对比试验研究[J]. 岩石力学与工程学报, 2018, 37(2): 274-281. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201802002.htm

    XIA Cai-chu, LI Qiang, LÜ Zhi-tao, et al. Comparative experimental study on frost deformation characteristics of saturated rock under uniform freezing and uni-directional freezing conditions[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(2): 274-281. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201802002.htm
    [6]
    LÜ Z T, XIA C C, LI Q, et al. Empirical frost heave model for saturated rock under uniform and unidirectional freezing conditions[J]. Rock Mechanics and Rock Engineering, 2019, 52(3): 955-963. doi: 10.1007/s00603-018-1666-z
    [7]
    XIA C C, LÜ Z T, LI Q, et al. Transversely isotropic frost heave of saturated rock under unidirectional freezing condition and induced frost heaving force in cold region tunnels[J]. Cold Regions Science and Technology, 2018, 152: 48-58. doi: 10.1016/j.coldregions.2018.04.011
    [8]
    LÜ Z T, XIA C C, WANG Y S, et al. Analytical elasto-plastic solution of frost heaving force in cold region tunnels considering transversely isotropic frost heave of surrounding rock[J]. Cold Regions Science and Technology, 2019, 163: 87-97. doi: 10.1016/j.coldregions.2019.04.008
    [9]
    YANG Y G, GAO F, LAI Y M. Modified Hoek-Brown criterion for nonlinear strength of frozen soil[J]. Cold Regions Science and Technology, 2013, 86: 98-103. doi: 10.1016/j.coldregions.2012.10.010
    [10]
    CHEN D, WANG D, MA W, et al. A strength criterion for frozen clay considering the influence of stress Lode angle[J]. Canadian Geotechnical Journal, 2018, 56(11): 1557-1572.
    [11]
    LIU X Y, LIU E L. Application of new twin-shear unified strength criterion to frozen soil[J]. Cold Regions Science and Technology, 2019, 167: 102857. doi: 10.1016/j.coldregions.2019.102857
    [12]
    俞茂宏. 岩土类材料的统一强度理论及其应用[J]. 岩土工程学报, 1994, 16(2): 1-10. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC402.000.htm

    YU Mao-hong. Unified strength theory for geomaterials and its applications[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(2): 1-10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC402.000.htm
    [13]
    俞茂宏. 双剪理论及其应用[M]. 北京: 科学出版社, 1998.

    YU Mao-hong. Twin-Shear Theory and Its Application[M]. Beijing: Science Press, 1998. (in Chinese)
    [14]
    ZHANG C G, ZHAO J H, ZHANG Q H, et al. A new closed-form solution for circular openings modeled by the Unified Strength Theory and radius-dependent Young's modulus[J]. Computers and Geotechnics, 2012, 42: 118-128. doi: 10.1016/j.compgeo.2012.01.005
    [15]
    张常光, 祁航, 蔡明明, 等. 基于统一强度理论的煤层平动冲击失稳解答[J]. 煤炭学报, 2019, 44(8): 2589-2595. https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201908034.htm

    ZHANG Chang-guang, QI Hang, CAI Ming-ming, et al. Instability solution of translatory coal seam bumps based on the unified strength theory[J]. Journal of China Coal Society, 2019, 44(8): 2589-2595. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-MTXB201908034.htm
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