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The influence of grouting pressure on the pullout resistance of soil nails in compacted completely decomposed granite fill

Author(s): (The Department of Civil and Structural Engineering, The Hong Kong Polytechnic University Hung Hom, Kowloon, Hong Kong, China)
(The Department of Civil and Structural Engineering, The Hong Kong Polytechnic University Hung Hom, Kowloon, Hong Kong, China)
(Geotechnical Engineering Office, Civil Engineering and Development Department, Civil Engineering and Development Building 101 Princess Margaret Road, Hong Kong)
(Geotechnical Engineering Office, Civil Engineering and Development Department, Civil Engineering and Development Building 101 Princess Margaret Road, Hong Kong)
(Maunsell Geotechnical Services Limited Shatin, Hong Kong)
Medium: journal article
Language(s): English
Published in: Géotechnique, , n. 2, v. 59
Page(s): 103-113
DOI: 10.1680/geot.2008.3672
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: 10.1680/geot.2008.3672.
  • About this
    data sheet
  • Reference-ID
    10742053
  • Published on:
    25/09/2023
  • Last updated on:
    25/09/2023
 
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