Influence of Interior Column on the Behaviour of Quasi-Rectangular Tunnel

  • Cơ quan:

    1 Hanoi University of Mining and Geology, Hanoi, Vietnam
    2 Sustainable Development in Underground Engineering Research Team, Hanoi University of Mining and Geology,Hanoi, Vietnam

  • *Tác giả liên hệ:
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  • Nhận bài: 19-12-2023
  • Sửa xong: 15-03-2024
  • Chấp nhận: 20-03-2024
  • Ngày đăng: 01-04-2024
Trang: 22 - 29
Lượt xem: 788
Lượt tải: 9
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Tóm tắt:

The growing population in major cities around the world requires significant development of transportation infrastructure, especially underground system. It requires the construction of more subway lines, and larger tunnel cross-sections. In underground construction, a cross-sectional shape which is a combination of circular and rectangular tunnels is an advanced trend. This shape incorporates the advantages of both forms. There are two terminologies used to classify these shapes, including sub-rectangular and quasi-rectangular tunnels. While the sub-rectangular tunnel lacks an interior column, the quasi-rectangular tunnel includes an interior column located at the center of tunnel. Recent studies focus on separately investigating the behavior of sub-rectangular and quasi-rectangular tunnels using various methods such as numerical methods, analytical methods, and experimental methods. The present study conducted a numerical comparison of these two types of tunnels. The results indicated that the presence of an interior column help to increase the stability of the lining structure. The internal forces within the quasi-rectangular tunnel with an interior column are smaller than those of the sub-rectangular tunnel and quasi-rectangular tunnel without an interior column.

Trích dẫn
Tien Tai Nguyen . và Anh Ngoc Do ., 2024. Influence of Interior Column on the Behaviour of Quasi-Rectangular Tunnel, Tạp chí Khoa học kỹ thuật Mỏ - Địa chất, số 65, kỳ 2, tr. 22-29.
Tài liệu tham khảo

Abdellah, W. R., Ali, M. A., and Yang, H. S., (2018). Studying the effect of some parameters on the stability of shallow tunnels. Journal of Sustainable Mining, 17(1), 20-33. doi:10.1016/j.jsm.2018.02.001.

Çelik, S., (2017). Comparison of Mohr-Coulomb and Hardening Soil Models Numerical Estimation of Ground Surface Settlement Caused by Tunneling. Iğdır University Journal of the Institute of Science and Technology, 7(4), 96-102. doi:10.21597/jist.2017.202.

Dang, V.K., Do, N.A., Nguyen, T.T., Nguyen, H.A.D., Pham, V.V., (2021). An overview of research on metro tunnel lining in the sub-rectangular shape. Journal of Mining and Earth Sciences, 62(4), 68-78. doi: 10.46326/JMES.2021.62(4). 10.

Do, N. A., Dias, D., Zhang, Z., Huang, X., Nguyen, T. T., Pham, V. V., and Nait-Rabah, O., (2020). Study on the behavior of squared and sub-rectangular tunnels using the Hyperstatic Reaction Method. Transportation Geotechnics, 22. doi:10.1016/j.trgeo.2020.100321.

Huang, X., Zhua, Y., Zhanga, Z., Zhuc, Y., Wang, S., and Zhuang, Q., (2018). Mechanical behaviour of segmental lining of a sub-rectangular shield tunnel under self-weight. Tunnelling and Underground Space Technology 74, 74, 131-144. doi:10.1016/j.tust.2018.01.016.

Li, P., Wang, F., Fan, L., Wang, H., and Ma, G., (2019). Analytical scrutiny of loosening pressure on deep twin-tunnels in rock formations. Tunnelling and Underground Space Technology, 83, 273-380. doi:10.1016 /j.tust.2018 .10.007.

Liu, X., Liu, Z., Ye, Y., Bai, Y., and Zhu, Y., (2018a). Mechanical behavior of quasi-rectangular segmental tunnel linings: Further insights from full-scale ring tests. Tunnelling and Underground Space Technology 79, 79, 304–318. doi:10.1016/j.tust.2018.05.016.

Liu, X., Ye, Y., Liu, Z., and Huang, D., (2018b). Mechanical behavior of Quasi-rectangular segmental tunnel linings: First results from full-scale ring tests. Tunnelling and Underground Space Technology 71, 71, 440–453. doi:10.1016/j.tust.2017.09.019.

Liu, X., Liu, Z., Yuan, Y., and Zhu, Y., (2018c). Quasi-Rectangular Shield Tunneling Technology in the Ningbo Rail Transit Project. Trong D. Hordijk, and M. Luković, High Tech Concrete: Where Technology and Engineering Meet. doi:10.1007/978-3-319-59471-2_314.

Nakamura, H., Kubota, T., Furukawa, M., and Nakao, T., (2003). Unified construction of running track tunnel and crossover tunnel for subway by rectangular shape double track cross-section shield machine. Tunnelling and Underground Space Technology, 18(2-3), 253–262. doi: 10.1016/S0886-7798(03)00034-8.

Nguyen, T. T., Do, N. A., Karasev, M. A., Kien, D. V., and Dias, D., (2021). Influence of tunnel shape on tunnel lining behaviour. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 174(4), 355-371. doi:  10.1680/ jgeen.20.00057.

Vinod, M., and Khabbaz, H., (2019). Сomparison of rectangular and circular bored twin tunnels in weak ground. Underground Space, 4(4), 1-12. doi:10.1016/j.undsp.2019.03.004.

Yuhang, Y., Xian, L., Zhen, L., Weixi, Z., Y. Z., and Yaohong, Z., (2019). Study on Design Model of Quasi-Rectangular Shield Tunnel Linings (in Chinese). Journal Of Southwest Jiaotong University, 20(6), 1188-1195. doi:10.3969/j.issn.0258-2724.20170553.

Zhang, W., Corte, W. D., Liu, X., and Taerwe, L., (2020). Influence of Rotational Stiffness Modeling on the Joint Behavior of Quasi-Rectangular Shield Tunnel Linings. Applied Sciences, 10, 1-27. doi:10.3390/app10238396.

Zhang, W., Corte, W. D., Liu, X., and Taerwe, L., (2021). Optimization Study on Longitudinal Joints in Quasi-Rectangular Shield Tunnels. Appl. Sci., 11(2), 1-20. doi: 10.3390/ app11020573.

Zhang, W., Corte, W. D., Liu, X., and Taerwe, L., (2022). A comparative investigation between the beam spring method and the modified routine method in special-section shield tunnels: A case study for quasi-rectangular tunnels. Int J Numer Anal Methods Geomech., 46(9), 1754-1781. doi:10.1002/nag.3367. 10.3390/app11020573

Zhu, Y., Zhang, Z., Huang, X., and Zhu, Y., (2018). Numerical Investigation on the Mechanical Characteristics of a Special-Shaped Shield Lining with a Large Cross-Section. Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, p384-391. Shanghai. doi:10.1007/978-981-13-0017-2_3.

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