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Analysis of Longitudinal Displacement Profile and Fictitious Support Pressure of Tunnels in Viscoelastic Rocks
ENGINEERING AND ENVIRONMENT IN CHALLENGING MOUNTAINOUS REGIONS | 更新时间：2026-01-29

    • Analysis of Longitudinal Displacement Profile and Fictitious Support Pressure of Tunnels in Viscoelastic Rocks

    • “In the field of tunnel support design, experts start from three-dimensional spatiotemporal effects and reveal the deformation characteristics of viscoelastic surrounding rock tunnels through numerical simulations, providing a theoretical basis for the design of rheological soft rock tunnel support.”
    • Advanced Engineering Sciences   Vol. 58, Issue 1, Pages: 217-232(2026)

    • DOI：10.12454/j.jsuese.202400037    

      CLC： TU43

    • Received：12 January 2024，

      Revised：2024-02-22，

      Published Online：07 April 2024，

      Published：20 January 2026

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  • Sun Zhenyu,Meng Lingzan,Zhang Dingli,et al.Analysis of longitudinal displacement profile and fictitious support pressure of tunnels in viscoelastic rocks[J].Advanced Engineering Sciences,2026,58(1):217‒232. DOI： 10.12454/j.jsuese.202400037.

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Related Author

Hou Yanjuan
Wang Jiachen
Zhang Dingli
Meng Lingzan
Sun Zhenyu
Yue LIU
Shengzhi WU
Honghai ZHAO

Related Institution

Tunnel and Underground Eng. Research Center of Ministry of Education, Beijing Jiaotong Univ.
Beijing Urban Construction Design and Development Group Co., Ltd.
School of Civil Eng., Southwest Jiaotong Univ.
Sichuan Communication Surveying & Design Inst. Co., Ltd.
School of Urban Geology and Eng., Hebei GEO Univ.
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