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Author(s):

Medium: journal article
Language(s): English
Published in: Civil Engineering Magazine, , n. 5, v. 75
Page(s): 64-71
DOI: 10.1061/ciegag.0000018
Abstract:

The foundations for a 500 m long cable-stayed bridge and its approaches in India included 676 large-diameter shafts drilled to lengths that varied from 4 to 34 m in geotechnical conditions that varied from highly weathered volcanic material to massive, high-strength rocks. The key to success was a program of pier-by-pier design and careful in situ testing.

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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: 10.1061/ciegag.0000018.
  • About this
    data sheet
  • Reference-ID
    10020253
  • Published on:
    23/07/2005
  • Last updated on:
    01/12/2018
 
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