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Auteur(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.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 8, v. 18
Page(s): 04018087
DOI: 10.1061/(asce)gm.1943-5622.0001226
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)gm.1943-5622.0001226.
  • Informations
    sur cette fiche
  • Reference-ID
    10605905
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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