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Uplift Failure Mechanisms of Pipes Buried in Dense Sand

Author(s): (Pipeline Stress Specialist, Northern Crescent, Inc., 816 7th Ave. SW, Calgary, Alberta, Canada T2P 1A1; formerly, PhD Candidate, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial University of Newfoundland, St. John’s, Newfo)
(Professor and Research Chair in Seafloor Mechanics, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, Newfoundland and Labrador, Canada A1B 3X5 (corresponding author).)
(Associate Professor, Dept. of Civil and Environmental Engineering, Faculty of Engineering and Design, Carleton Univ., 1125 Colonel By Dr., Ottawa, ON, Canada K1S 5B6.)
(Professor and Canada Research Chair in Infrastructure Engineering, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, ON, Canada K7L 4V1.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 8, v. 18
Page(s): 04018087
DOI: 10.1061/(asce)gm.1943-5622.0001226
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/(asce)gm.1943-5622.0001226.
  • About this
    data sheet
  • Reference-ID
    10605905
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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