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Closed-form formulation of construction-induced vibrations on existing building at the Metro Line 3 project in Hanoi: Application to control the construction procedures

  • Hong-Lam DangEmail author
  • Van-Quang Nguyen
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 62)

Abstract

The density of high-rise building is increasing over recent years in urban city. Construction activities, particularly piling processes, D-wall excavation, are paid attention due to ground borne vibrations. The impact of construction-induced vibrations on existing buildings is discussed in the past and so on. However, the impact of some special source such as grab shocking the Metro Line 3 (Hanoi) hasnot beenmentioned in literature. This paper evaluates the potential effect of ground vibrations induced by grab shock on sensitive existing buildings through field experiences, alsothe analytical closed-form formulation of construction-induced vibrations on existing building in Hanoi is proposed. This formulation is applied to investigate the construction-induced vibrations on existing building in Metro Line 3 project. This application is useful to control the grab drop length as well as the distance of existing building to vibration source.

Keywords

vibration extrapolation field test metro line 3 D-wall Hanoi 

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Notes

Acknowledgements

The authors would like to thank the FECON Corporation for facilities and financial assistance under the Metro line 3 project.

References

  1. California Department of Transportation (2010). The Transportation and Construction Induced Vibration Guidance Manual, California Department of Transportation, California, USA.Google Scholar
  2. ENV 1993-5 (1993). Eurocode 3: Design of Steel Structures Part5-Piling, Volume ENV 1993-5, European Committee for Standardization, Brussels, Belgium.Google Scholar
  3. Head, J.M. and Jardine, F.M., (1992). Ground-Borne Vibrations Arising from Piling, CIRIA Technical Note 142, Englewood, USA.Google Scholar
  4. Hillier, D.M. and Crabb, G.I., (2000). Groundborne Vibration Caused by Mechanised Construction Works, TRL Report 429, Austin, USA.Google Scholar
  5. Revinskai O.G., Krabchenko N.S. (2011). The movment in liquid environment. Tomsk Polytechnic University. 222 p.Google Scholar
  6. TCVN 7378 (2004). Vibration and shock - Vibration of buildings - Limits of vibration levels and method for evaluation. Ministry of Science and Technology, VietnamGoogle Scholar
  7. Zhu, S., Shi, X., Leung, C.K.L, Cheng, L., Ng, S., Zhang, X. and Wang, Y. (2014). Impact of Construction-Induced Vibration on Vibration- Sensitive Medical Equipment: A Case Study. Advances in Structural Engineering Vol. 17 No.6 2014, pp907-920CrossRefGoogle Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2020

Authors and Affiliations

  1. 1.University of Transport and CommunicationsHanoiVietnam
  2. 2.FECON CorporationHanoiVietnam

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