Computational Modeling of Multi-Layer Lining for tunnel in heterogeneous soils

https://tapchi.humg.edu.vn/en/archives?article=1174
  • Affiliations:

    1 Khoa Xây dựng, Trường Đại học Mỏ - Địa chất, Việt Nam;
    2 Trường Đại học tổng hợp công nghệ quốc gia Misis, CHLB Nga;
    3 Trường Đại học tổng hợp Tu La, CHLB Nga

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  • Received: 15th-July-2017
  • Revised: 20th-Aug-2017
  • Accepted: 30th-Aug-2017
  • Online: 30th-Aug-2017
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Abstract:

The article presents the study results and gives the explairation on prestress condition of multi-layer lining in order to reinforce circular cross-section tunnels, which built in heterogeneous soils. In this study, the displacemont of tunnel multi-layer lining and soil mass around the tunnel are- united support system multi-layer lining - soil mass. The supporting jackets and surrourding soil mass are considered as the only in deformable system of multi-layer lining - soil mass.

How to Cite
Nguyen, P.Duyen, Dang, T.Trung, Nguyen, M.Xuan, Pakratrenko, A. and Sammal, A. 2017. Computational Modeling of Multi-Layer Lining for tunnel in heterogeneous soils (in Vietnamese). Journal of Mining and Earth Sciences. 58, 4 (Aug, 2017).