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Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading

Author(s): (Associate Professor, Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P. R. China (corresponding author).)
(Doctor, Center of Excellence for Geotechnical Science and Engineering, Univ. of Newcastle, Callaghan, NSW 2308, Australia.)
(Professor, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu, Sichuan 610059, P. R. China.)
(Professor, Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, P.R. China.)
(Doctor, Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang Univ., Hangzhou, Zhejiang 310058, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 18
Page(s): 06018032
DOI: 10.1061/(asce)gm.1943-5622.0001296
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.1943-5622.0001296.
  • About this
    data sheet
  • Reference-ID
    10605978
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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