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Solutions for One-Dimensional Rheological Consolidation of a Clay Layer with Threshold Hydraulic Gradient under Multistage Loading

Author(s): ORCID (Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P. R. China (corresponding author))
ORCID (School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, P. R. China)
(Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P. R. China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 20
Page(s): 06020031
DOI: 10.1061/(asce)gm.1943-5622.0001846
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.1943-5622.0001846.
  • About this
    data sheet
  • Reference-ID
    10606537
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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