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Theoretical Analysis of Pressure-Dependent K 0 for Normally Consolidated Clays Using Critical State Soil Models

Author(s): (Postdoctoral Researcher, State Key Lab for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China.)
(Associate Professor, State Key Lab for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author).)
(Professor, School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, U.K.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 18
Page(s): 04017159
DOI: 10.1061/(asce)gm.1943-5622.0001075
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.1943-5622.0001075.
  • About this
    data sheet
  • Reference-ID
    10605777
  • Published on:
    08/05/2021
  • Last updated on:
    09/07/2021
 
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