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Analysis and Mathematical Solutions for Consolidation of a Soil Layer with Depth-Dependent Parameters under Confined Compression

Author(s): (Professor, Dept. of Engineering Structures and Mechanics, Wuhan Univ. of Technology, Wuhan 430070, China (corresponding author).)
(Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 4, v. 12
Page(s): 451-461
DOI: 10.1061/(asce)gm.1943-5622.0000152
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.1943-5622.0000152.
  • About this
    data sheet
  • Reference-ID
    10604842
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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