Skip to main content

Braced Excavation Collapse: Nicoll Highway, Singapore

  • Chapter
  • First Online:
Book cover Geomechanics of Failures

Abstract

The island city-state of Singapore has one of the best public transport systems in the world. The Mass Rapid Transit (MRT) railway network is the main backbone of this system. Construction of a new 33.6 km long underground Circle MRT Line (CCL) started in 2001. Costing approximately $6.7 billion, the CCL will link all the radial lines leading to the city (Fig. 6.1a). The first stage of this construction (CCL1) was 5.4 km long and was subdivided into two contracts: C824 and C825 (Fig. 6.1b).

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 59.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 69.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 79.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • COI Report (2005) Report of the Committee of Inquiry into the Incident at the MRT Circle Line Worksite that led to the Collapse of the Nicoll Highway on 20 April 2004. Ministry of Manpower, Singapore, 11 May 2005.

    Google Scholar 

  • Davies, R.V., Fok, P., Norrish, A. and Poh, S.T. (2006) The Nicoll Highway collapse: field measurements and observations. Proceeding of the International Conference on Deep Excavations, Singapore, 15 pp.

    Google Scholar 

  • Jaky, J. (1944). The coefficient of earth pressure at rest. Journal of the Society of Hungarian Engineers and Architects, Budapest, 355–358.

    Google Scholar 

  • Muir Wood, D. (1990) Soil Behaviour and Critical State Soil Mechanics. Cambridge University Press, Cambridge, UK, 486 pp.

    Google Scholar 

  • Roscoe, K.H. and Burland, J.B. (1968) On the generalised stress-strain behaviour of “wet” clay. In Engineering Plasticity, Cambridge University Press, Cambridge, UK, 533–609.

    Google Scholar 

  • Schofield, A. and Wroth, P. (1968) Critical State Soil Mechanics. McGraw-Hill, London.

    Google Scholar 

  • Terzaghi, K., Peck, R.B. and Mesri, G. (1996) Soil Mechanics in Engineering Practice. Wiley-Interscience, New York.

    Google Scholar 

  • Whittle, A.J. and Davies, R.V. (2006) Nicoll Highway Collapse: Evaluation of geotechnical factors affecting design of excavation support system. Proceedings of the International Conference on Deep Excavations, Singapore,16 pp.

    Google Scholar 

  • Wikipedia, (2009) http://en.wikipedia.org/wiki/File:Nicoll_Highway_Mrt_Locator.png

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. M. Puzrin .

Rights and permissions

Reprints and permissions

Copyright information

© 2010 Springer Netherlands

About this chapter

Cite this chapter

Puzrin, A.M., Alonso, E.E., Pinyol, N.M. (2010). Braced Excavation Collapse: Nicoll Highway, Singapore. In: Geomechanics of Failures. Springer, Dordrecht. https://doi.org/10.1007/978-90-481-3531-8_6

Download citation

  • DOI: https://doi.org/10.1007/978-90-481-3531-8_6

  • Published:

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-90-481-3530-1

  • Online ISBN: 978-90-481-3531-8

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics