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Modified Duncan-Chang Constitutive Model for Modeling Supported Excavations in Granular Soils

Author(s): (Lecturer, School of Urban Rail Transportation, Soochow Univ., Suzhou, 215131, China.)
ORCID (Senior Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney 2052, Australia)
(Senior Engineer, Northeast Architectural Design & Research Institute Co. Ltd., Shenyang 110003, China.)
(Professor, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China (corresponding author).)
(Ph.D. Candidate, Faculty of Engineering, China Univ. of Geosciences, Wuhan, Hubei 430074, China.)
ORCID (Research Associate, School of Civil Engineering, Univ. of Sydney, NSW 2006, Australia)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 20
Page(s): 04020211
DOI: 10.1061/(asce)gm.1943-5622.0001848
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.1943-5622.0001848.
  • About this
    data sheet
  • Reference-ID
    10606551
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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