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Investigation of Development of the Earth Pressure Coefficient at Rest in Clay During Creep in the Framework of Hyper-Viscoplasticity

Author(s): ORCID (PoreLab, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim, Norway (corresponding author))
(UCD School of Civil Engineering, Univ. College Dublin, Dublin, Ireland.)
(PoreLab, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim, Norway.)
(PoreLab, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim, Norway.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 1, v. 21
Page(s): 04020235
DOI: 10.1061/(asce)gm.1943-5622.0001883
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.1943-5622.0001883.
  • About this
    data sheet
  • Reference-ID
    10606573
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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