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Year 2020
 
Vol 61, Issue 6, [12 - 2020]

Methods for mitigating effects induced by tunnelling on nearby existing buildings in cities

DOI:10.46326/JMES.HTCS2020.08

  • Affiliations:

    1 Faculty of Civil Engineering, Hanoi University of Mining and Geology, Vietnam 2 Urban Infrastructure Development Investment Corporation, Vietnam 3 University of Transport Technology, Vietnam

  • *Corresponding:
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  • Received: 26th-Oct-2020
  • Revised: 13th-Nov-2020
  • Accepted: 31st-Dec-2020
  • Online: 31st-Dec-2020
Pages: 57 - 65
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Abstract:

Tunnelling in urban areas in soft soil conditions has risks of negative impacts on nearby existing buildings. When buildings are in/on influence zones induced by tunnelling, they can be damaged in the case of without any mitigating methods applied. This paper summarizes and presents a three category classification of mitigating effects induced by tunneling including methods in tunnel design and tunnelling process, and soil improvement methods, as well as reinforcement for buildings. On the basis of the study, designers and engineers can obtain suitable solutions for their safe tunnel projects.

How to Cite
Vu, N.Minh, Nguyen, L.Van and Dao, L.Phuc 2020. Methods for mitigating effects induced by tunnelling on nearby existing buildings in cities (in Vietnamese). Journal of Mining and Earth Sciences. 61, 6 (Dec, 2020), 57-65. DOI:https://doi.org/10.46326/JMES.HTCS2020.08.
References

Anagnostou, G., Kovári, K., (1994). The face stability of slurry-shield-driven tunnels. Tunnelling and Underground Space Technology, 9(2):165-174.

Bakker, K. J., (2000). Soil retaining structures: development of models for structural analysis. PhD thesis, Delft University of Technology.

Boscardin, M. D., Cording, E. J., (1989). Building response to excavation-induced settlement. Journal of Geotechnical Engineering, 115(1):1-21.

Broere, W., (2001). Tunnel Face Stability and New CPT Applications, Ph.D. thesis. DelftUniversity of Technology

Broms, B. B., Bennermark, H., (1967). Stability of clay at vertical openings. Journal of Soil Mechanics and Foundations Div.

Burland, J. B., Standing, J. R., Jardine, F. M., (2001). Building response to tunnelling: case studies from construction of the Jubilee Line Extension, London, Volume 200. Thomas Telford.

Do, N. A., Dias, D., Oreste, P., Djeran-Maigre, I., (2014). A new numerical approach to the hyperstatic reaction method for segmental tunnel linings. International Journal for Numerical and Analytical Methods in Geomechanics.

Jancsecz, S., Steiner, W., (1994). Face support for a large mix-shield in heterogeneous ground conditions. In Tunnelling’94. Papers presented at seventh International Symposium ’Tunnelling’ 94’, held 5-7 July 1994, London.

Kimura, T., Mair, R., (1981). Centrifugal testing of model tunnels in soft clay. In Proceedings of the 10th international conference on soil mechanics and foundation engineering, pages 319-322. 

Kolymbas, D., (2005). Tunnelling and tunnel mechanics: a rational approach to tunnelling. Springer Science and Business Media.

Leca, E., Dormieux, L., (1990). Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Géotechnique, 40(4):581-606.

Lunardi, P., Focaracci, A., Giorgi, P., Papacella, A., (1992). Tunnel face reinforcement in soft ground design and controls during excavation. In Proceedings of the International Conference Towards New Worlds in Tunnelling, volume 2, pages 897-908.

Maidl, B., (2012). Mechanised shield tunnelling. Wilhelm Ernst and Sohn, Verlag für Architektur und technische Wissenschaffen GmbH and Company KG.

NEN-EN 1997-1, C. E., (1997). Eurocode 7 Geotechnical design - Part 1: General rules. European Prestandard ENV, 1.

Oreste, P., (2007). A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports. Tunnelling and underground space technology, 22(2):185-205.

Rankin, W., (1988). Ground movements resulting from urban tunnelling: predictions and effects. Geological Society, London, Engineering Geology Special Publications, 5(1):79-92.

Vu, M. N., Broere, W., Bosch, J. W., (2015). The impact of shallow cover on stability when tunnelling in soft soils. Tunnelling and Underground Space Technology, 50:507-515.

Vu, M. N., (2016a). Reducing the cover-to-diameter ratio for shallow tunnels in soft soils. PhD thesis, Delft University of Technology.

Vu, M. N., Broere, W., Bosch, J. W., (2016b). Volume loss in shallow tunnelling. Tunnelling and Underground Space Technology, 59:77-90.

Vu, M. N., Broere, W., Bosch, J. W., (2017). Structural analysis for shallow tunnels in soft soils. International Journal of Geomechanics, 17(8), 04017038.

Vu, M. N., Broere, W., (2018). Structural design model for tunnels in soft soils: From construction stages to the long term. Tunnelling and Underground Space Technology, 78, 16-26.

Vu, M. N., Le, Q. H., (2020). Large soil-cement column applications in Vietnam. In Geotechnics for Sustainable Infrastructure Development (pp. 555-562). Springer, Singapore.

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