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Vol 63, Issue 3a, [07 - 2022] - Full papers

Stability of steel pile walls and tunnels excavated by shield machines in the urban areas: A case study

DOI:10.46326/JMES.2022.63(3a).04

  • Affiliations:

    Hanoi University of Mining and Geology, Hanoi, Vietnam

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  • Received: 15th-Sept-2021
  • Revised: 28th-Dec-2021
  • Accepted: 20th-Feb-2022
  • Online: 31st-July-2022
Pages: 29 - 40
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Abstract:

Placement of infrastructure and other facilities underground brings superior opportunities for long-term improvements in terms of the environmental impact of urban areas and more efficient use of underground space. However, underground construction in urban areas is a high-risk activity and has been considered a challenging problem for geotechnical and structural designers. Therefore, the evaluation of the stability of underground structures plays a vital role in structural and construction design. This paper presents a case study on analyzing the stability of steel piles walls and tunnels excavated by shield machines in the urban area in Vietnam in terms of the change in internal forces in the structures. The research results show that the excavated stages of the basement influence on the values of internal force in the tunnel lining. In the case of study using composite lining in the tunnel, the thickness of lining concrete 35 cm, steel frame type I-W1000×883 are applied for tunnel excavated before construction of nearby basement, and 30 cm and W1000×350 steel ribs for the opposite side. This research could be applied to evaluate the effects of tunnel excavation near the existing structures in urban such as in the geological conditions in the Ha Noi and Ho Chi Minh City in the near future. However, this analysis also has the disadvantage that it does not consider the construction time as well as the construction sequence of the works during tunnel excavation. The shapes of the tunnel only are circular tunnels and the only type of steel piles in this research. Further study, total evaluation for other types of tunnels and walls of basements should be considered.

How to Cite
Tran, M.Tuan, Do, T.Ngoc and Nguyen, P.Duyen 2022. Stability of steel pile walls and tunnels excavated by shield machines in the urban areas: A case study (in Vietnamese). Journal of Mining and Earth Sciences. 63, 3a (Jul, 2022), 29-40. DOI:https://doi.org/10.46326/JMES.2022.63(3a).04.
References

Do, N. A., Dias, D., Oreste, P. P., (2014). 3D numerical investigation on the interaction between mechanized twin tunnels in soft ground, Environmental Earth Sciences, 73(5), 2101-2113.Hu, Z. F., Yue, Z. Q., Zhou, J., and Tham, L. G., (2003), Design and construction of a deep excavation in soft soils adjacent to the Shanghai Metro tunnels, Can. Geotech. J., 40, 933–948.https://www.rocscience.com/software/rs2.Kartozia, B. А., Fedunest, B. I., Suplik, М. I., Malusev, IU. N., Smirnov, V. I., Lerner, V. G., Rahmaninov, IU.P., Kotrak, А.V., Filimonov, B.А., Rezunenko, V.I., Levinskiy, А.М., (2001a). Underground and mine construction. Vol 1. Publishing house of the Academy of Mining Sciences. Moscow, 608p. (in Russian).Kartozia, B. А., Fedunest, B. I., Suplik, М. I., Malusev, IU. N., Smirnov, V. I., Lerner, V. G., Rahmaninov, IU.P., Rukonosov, V.I., Pankratenko, А.N., Kulikova, Е.IU., (2001b). Underground and mine construction. Vol 2. Publishing house of the Academy of Mining Sciences. Moscow, 583p. (in Russian).Kolymbas D., (2005). Tunnelling and tunnel mechanics. Spring - verlag berlin Heudelberg. Germany, 437 pages.Nguyen, B. K., (2008). Urban underground construction by cut and cover method. Construction publisher. Hanoi, 338 pages.Nguyen, B. K., (2010). Design and excavated deep foundations. Construction publisher. Hanoi, 576 pages.Nguyen, Q. P., (2007a). Application of numerical methods in the calculation for underground structures. Project code B2005-36-88TĐ Hanoi.Nguyen, Q. P., (2007b). Rock mechanics. Construction publisher. Hanoi, 356 pages.Nguyen, Q. P., Nguyen, V. M., Do, N. A., (2007). Numerical methods Plaxis 3D and UDEC programs. Construction publisher. Hanoi, 244 pages.Nguyen, S. N., (2005). Rock mechanics. Construction publisher. Hanoi, 354 pages.Nhu H. V., Duong D. V., Vo T. A., Pham T. K., (2020). Using numerical modeling method for design and constructive controlling of excavation wall in Madison Building, Ho Chi Minh city, Journal of Mining and Earth Sciences 61(3), 19 -27. DOI:10.46326/JMES.2020.61(3).03.Pankratenko, А. N., (2002). Research and development of parameters of technologies for  big-cross section underground constructions, Doctoral thesis. Moscow, 378p. (in Russian).Tran, T. M., (2014). Application informatics in the underground constructions. Construction publisher. Hanoi, 186 pages.Vo, T. H., Phung, M. D., (2006). Rock mechanics for underground construction and mining. Scientific and technical publisher. Hanoi, 463 pages.Wang D., and Wang L., (2015). Impact Analysis of Support Structure of Unsymmetrical Loading Deep Foundation Pit Adjoining Highway, The Open Civil Engineering Journal, 9, 463-470.Weng, Q., Xu, Z., Wu, Z., Liu, R., (2016). Design and performance of the deep excavation of a substation constructed by the top-down method in Shanghai soft soils, 15th International scientific conference “Underground Urbanisation as a Prerequisite for Sustainable Development”, Procedia Engineering, 165, 682 - 694.

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