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Modeling Pile Setup in Natural Clay Deposit Considering Soil Anisotropy, Structure, and Creep Effects: Case Study

Author(s): ORCID (Assistant Professor of Geomechanics, Dept. of Civil Engineering, Univ. of Nottingham, Nottingham NG7 2RD, U.K. (corresponding author))
(Assistant Professor of Geotechnical Engineering, School of Engineering, Univ. of Warwick, Coventry CV4 7AL, U.K.)
(Research Fellow, Nottingham Centre for Geomechanics, Dept. of Civil Engineering, Univ. of Nottingham, Nottingham NG7 2RD, U.K.)
(Lecturer, Dept. of Ground Engineering and Materials Science, Univ. of Cantabria, Avda. de Los Castros, s/n, Santander 39005, Spain.)
(Project Geotechnical Engineer, Computational Geomechanics Div., Norwegian Geotechnical Institute, NO-0806 Oslo, Norway.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 17
Page(s): 04016075
DOI: 10.1061/(asce)gm.1943-5622.0000774
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.1943-5622.0000774.
  • About this
    data sheet
  • Reference-ID
    10605433
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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