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Overcoming congestion below ground with a D-shaped pile / Beherrschung von begrenzten Platzverhältnissen durch Ausführung eines D-förmigen Pfahls

Author(s):

Medium: journal article
Language(s): English, German
Published in: Geomechanics and Tunnelling, , n. 5, v. 6
Page(s): 479-486
DOI: 10.1002/geot.201300027
Abstract:

The paper describes some of the challenging geotechnical issues related to the redevelopment of a central London site in Tottenham Court Road. The London Underground station is being upgraded, and proposed tunnels of the Crossrail project and the Denmark Place project also have to be accommodated, which led to significant difficulties due to spatial restraints underground. Innovative solutions have been adopted for the design and installation of some of the piles together with an unprecedented low clearance between piles and a running tunnel of the Northern Line and the proposed Crossrail tunnel respectively. For one pile, a D-shaped section had to be chosen due to space limitations in the ground.

Keywords:
consolidated piles pile instrumentation
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/geot.201300027.
  • About this
    data sheet
  • Reference-ID
    10069425
  • Published on:
    15/12/2013
  • Last updated on:
    13/08/2014
 
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