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Semi-Analytical Solution to One-Dimensional Consolidation for Unsaturated Soils with Exponentially Time-Growing Drainage Boundary Conditions

Author(s): (Lecturer, College of Urban Railway Transportation, Shanghai Univ. of Engineering Science, Shanghai 201620, China.)
(Professor, Dept. of Civil Engineering, Shanghai Univ., Shanghai 200444, China (corresponding author).)
(Professor, Dept. of Civil Engineering, Shanghai Univ., Shanghai 200444, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 18
Page(s): 04017144
DOI: 10.1061/(asce)gm.1943-5622.0001056
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.1943-5622.0001056.
  • About this
    data sheet
  • Reference-ID
    10605756
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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