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Mechanical Analysis of Secondary Lining of High-Speed Railway Tunnel

  • Structural Engineering
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Abstract

To investigate the mechanical responses of secondary lining of high-speed railway tunnel, two numerical models for simulating Reinforced Concrete Secondary Lining (RCSL) and Plain Concrete Secondary Lining (PCSL) are built respectively based on the principle of soil-structure interaction. The simulations are performed under different values of coefficient of lateral pressure (λ). The numerical results indicate that the embedded reinforcement enhances the strength of secondary lining. The coefficient of lateral pressure has significant influence on the secondary lining strength.

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Authors and Affiliations

  1. Key Laboratory for Urban Underground Engineering of the Education Ministry, Beijing Jiaotong University, Beijing, 100044, China

    Ningning Zhang, Qian Fang & Dingli Zhang

  2. Dept.´Enginyeria del Terreny, Cartogràfica i Geofísica, Universitat Politècnica de Catalunya, Barcelona, Spain

    Ningning Zhang

  3. Urban and underground Engineering Institute, China Railway SIYUAN Survey and Design Group CO., LTD, Wuhan, 430063, China

    Yue Li

Authors
  1. Ningning Zhang
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  2. Qian Fang
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  3. Yue Li
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  4. Dingli Zhang
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Correspondence to Qian Fang.

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Zhang, N., Fang, Q., Li, Y. et al. Mechanical Analysis of Secondary Lining of High-Speed Railway Tunnel. KSCE J Civ Eng 22, 2384–2389 (2018). https://doi.org/10.1007/s12205-017-1524-7

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  • DOI: https://doi.org/10.1007/s12205-017-1524-7

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