IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v15y2023i14p11083-d1194939.html
   My bibliography  Save this article

Seismic Stability Analysis of Tunnel Faces in Heterogeneous and Anisotropic Soils Using Modified Pseudodynamic Method

Author

Listed:
  • Xi Chen

    (Huaiyin Institute of Technology, Huai’an 223003, China
    School of Civil Engineering, Central South University, Changsha 410083, China)

  • Kun Zhang

    (Huaiyin Institute of Technology, Huai’an 223003, China
    School of Civil Engineering, Central South University, Changsha 410083, China)

  • Wei Wang

    (Geotechnical Research Institute, Hohai University, Nanjing 210098, China)

Abstract

This work assesses the seismic stability of tunnel faces advanced in heterogeneous and anisotropic soils based on the plastic limit theorem. A discretized kinematic velocity field respecting the normal flow rule is generated via a point-to-point discretization technique. The distribution of soil parameters in the depth direction including cohesion, friction angle, and unit weight are considered by four kinds of profiles. The variation in cohesion with shear direction caused by consolidation and sedimentation is considered by including an anisotropy coefficient. The seismic acceleration is represented by the modified pseudodynamic method (MPD) rather than the conventional pseudodynamic method (CPD). Based on the energy equilibrium equation, an upper-bound solution is derived. The accuracy and rationality of the proposed procedure are substantiated by comparing with the solutions obtained by conventional log-spiral mechanism and CPD. A parametric study indicates that nonlinear profiles tend to predict a smaller required face pressure than the constant and linear profiles due to the convexity of nonlinear profiles. The over-consolidated soil is more sensitive to the anisotropy coefficient than normally consolidated soil. Moreover, the adverse effect of horizontal seismic acceleration is much greater than that of vertical acceleration, and the resonance effect is more prone to happen, especially for shallow-buried tunnels.

Suggested Citation

  • Xi Chen & Kun Zhang & Wei Wang, 2023. "Seismic Stability Analysis of Tunnel Faces in Heterogeneous and Anisotropic Soils Using Modified Pseudodynamic Method," Sustainability, MDPI, vol. 15(14), pages 1-20, July.
  • Handle: RePEc:gam:jsusta:v:15:y:2023:i:14:p:11083-:d:1194939
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/15/14/11083/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2071-1050/15/14/11083/
    Download Restriction: no
    ---><---

    References listed on IDEAS

    as
    1. Yaliang Niu & Tielun Ren & Qiang Zhou & Xueyang Jiao & Jiuqiang Shi & Ke Xiang & Jin Tao & Qian Zhai & Alfrendo Satyanaga, 2023. "Analysis of Excavation Parameters on Face Stability in Small Curvature Shield Tunnels," Sustainability, MDPI, vol. 15(8), pages 1-12, April.
    2. Zhihui Zhou & Tonghua Ling & Fu Huang & Min Zhang, 2022. "The Face Stability Analysis of Shield Tunnels Subjected to Seepage Based on the Variational Principle," Sustainability, MDPI, vol. 14(24), pages 1-13, December.
    3. Junhao Zhong & Shihe Zhao & Pengqin Wang & Chuantan Hou, 2023. "Tunnel Face Stability Considering the Influence of Excess Slurry Pressure," Sustainability, MDPI, vol. 15(10), pages 1-21, May.
    4. Bangyou Jiang & Mingjun Ding & Wenshuai Li & Shitan Gu & Hongguang Ji, 2022. "Investigation on Characteristics and Prevention of Rockburst in a Deep Hard and Soft Compound Stratum Tunnel Excavated Using TBM," Sustainability, MDPI, vol. 14(6), pages 1-17, March.
    5. Debarghya Chakraborty & Jyant Kumar, 2013. "Stability of a long unsupported circular tunnel in soils with seismic forces," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 68(2), pages 419-431, September.
    Full references (including those not matched with items on IDEAS)

    Most related items

    These are the items that most often cite the same works as this one and are cited by the same works as this one.
    1. Junhao Zhong & Shihe Zhao & Pengqin Wang & Chuantan Hou, 2023. "Tunnel Face Stability Considering the Influence of Excess Slurry Pressure," Sustainability, MDPI, vol. 15(10), pages 1-21, May.
    2. Changchang Li & Zhengzhong Wang & Quanhong Liu, 2022. "Numerical Simulation of Mudstone Shield Tunnel Excavation with ABAQUS Seepage–Stress Coupling: A Case Study," Sustainability, MDPI, vol. 15(1), pages 1-15, December.
    3. Xiaoming Guan & Zeliang Liu & Huawei Xu & Yanchun Liu & Xianzhang Ling & Hao Ding & Sihao Ren & Ruiquan Lu & Ke Yu & Jijun Miao, 2023. "Mechanical Properties and Influencing Factors of Shield Cutting Existing Station Supporting Piles," Sustainability, MDPI, vol. 15(15), pages 1-22, July.

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:15:y:2023:i:14:p:11083-:d:1194939. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    If CitEc recognized a bibliographic reference but did not link an item in RePEc to it, you can help with this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.