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Three-Dimensional Nonlinear Numerical Analysis of Consolidation of Soft Ground Improved by Sand Columns under a Freeway Embankment in Shallow Sea: Case Study

Author(s): (Professor, School of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China; Visiting Senior Fellow, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, New South Wales 2522, Australia (corresponding author).)
(Master’s Student, School of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China.)
(Engineer, Geotechnical Development Center, Fuzhou Architectural Design Institute, Fuzhou 350001, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 8, v. 17
Page(s): 05017001
DOI: 10.1061/(asce)gm.1943-5622.0000906
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.1943-5622.0000906.
  • About this
    data sheet
  • Reference-ID
    10605583
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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