Research on calculating the effects of earthquakes on the lining tunnel in Hanoi metro system

  • Affiliations:

    Hanoi University of Mining and Geology, Hanoi, Vietnam

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  • Received: 28th-Nov-2020
  • Revised: 9th-Mar-2021
  • Accepted: 31st-Mar-2021
  • Online: 30th-Apr-2021
Pages: 35 - 46
Views: 1839
Downloads: 1267
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At present, systems of infrastructure are built and developed very strongly in Hanoi. The metro tunnel system is also being designed and built in Hanoi to meet the requirements of economic and social development. The paper uses analytical methods (the Wang's method, Penzien’s method), hyperstatic reaction method and a numerical analysis method by Abaqus software to evaluate the effect of the strongest earthquake that could occur in to the lining tunnel in Hanoi metro system. Based on results obtained from assessing the effect of earthquakes to the lining tunnel in Hanoi metro system, this paper has compared and commented to these results for the purpose of finding the most accurate results about the impact of earthquakes on the lining tunnel in Hanoi metro system. These results and comments will be used in the design and construction tunnel in the Hanoi metro system under the impact of the earthquakes that could occur in Hanoi.

How to Cite
Nguyen, T.Chi, Do, A.Ngoc and Pham, V.Van 2021. Research on calculating the effects of earthquakes on the lining tunnel in Hanoi metro system (in Vietnamese). Journal of Mining and Earth Sciences. 62, 2 (Apr, 2021), 35-46. DOI:

Gospodarikov Alexandr, Thanh Nguyen Chi, (2017). Liquefaction possibility of soil layers during earthquake in Hanoi, International Journal of GEOMATE 13(39). 148 - 155.

Gospodarikov Alexandr, Thanh Nguyen Chi, (2018). The impact of earthquakes of tunnel linings: a case study from the Hanoi metro system. International Journal of GEOMATE, 14( 41), 2018. 151 - 158.

ITA, (1988). ITA guidelines for the design of tunnels. Tunnelling and Underground Space Technology 3(3): 237-249.

Naggar, H. E., and Hinchberger, S. D., (2008). An analytical solution for jointed tunnel linings in elastic soil or rock. Canadian Geotechnical Journal, 45. 1572 - 1593.

Ngoc Anh Do, Daniel Dias, Pierpaolo Oreste andIrini Djeran Maigre, (2014). The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method, European Journal of Environmental and Civil Engineering 18(4). 498 - 510.

Ngoc Anh Do, (2014). Numerical analyses of segmental tunnel lining under static and dynamic loads. PhD thesis, Lyon. 1 - 363.

Le Minh Nguyen, Ting Li Lin, Yih Min Wu, Bor Shouh Huang, Chien Hsin Chang, Win Gee Huang, Tu Son Le, Quoc Cuong Nguyen, Van Toan Dinh, (2012). The First Peak Ground Motion Attenuation Relationships for North of Vietnam, Journal of Asian Earth Sciences 43. 241-253.

Oreste, P. P., (2007). A numerical approach to the hyperstatic reaction method for the dimenshioning of tunnel supports. Tunnelling and Underground space technology 22. 185 - 205.

Penzien J., Wu, C., (1998). Stresses in linings of bored tunnels. Journal of Earthquake Eng. Structural Dynamics 27. 283-300.

Systra, (2005). Hanoi Pilot LRT Line Feasibility Study, Executive summary, Hanoi, Vietnam.

Takano YH, (2000). Guidelines for the Design of Shield Tunnel Lining, Tunneling and Underground Space Technology 15(3). 303 - 331.

The Southern California Earthquake Data Center(SCEDC), (2018). Data of El Centro earthquake. Http:// USA.

Wang J. N., (1993). Seismic design of tunnels: A state of the art approach. Parsons Brinkerhoff Quad and Douglas Inc., New York. Monograph 7.