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Kinematic Hardening Model for Pipeline‐Soil Interaction under Various Loading Conditions

Author(s): (Advanced Geomechanics, 4 Leura Street, Nedlands, WA 6009, Australia)
(Golder Associates, 182 Lord Street, Perth, WA 6000, Australia)
(Centre for Offshore Foundation Systems, The University of Western Australia Nedlands, WA 6907, Australia)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 4, v. 2
Page(s): 419-446
DOI: 10.1061/(asce)1532-3641(2002)2:4(419)
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)1532-3641(2002)2:4(419).
  • About this
    data sheet
  • Reference-ID
    10604441
  • Published on:
    09/05/2021
  • Last updated on:
    09/05/2021
 
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