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Elastoplastic Solution for Spherical Cavity Expansion in Modified Cam-Clay Soil under Drained Condition

Author(s): (MSc Associate Professor, Dept. of Civil Engineering, Univ. of Shanghai for Science and Technology, 516 Jungong Rd., 200093 Shanghai, China.)
(Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, No. 21 Lower Kent Ridge Rd., 119077, Singapore (corresponding author).,)
(Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Yangpu District, 200092 Shanghai, China.)
(Lecturer, School of Civil & Environmental Engineering Centre for Built Infrastructure Research (CBIR), Faculty of Engineering & Information Technology, Univ. of Technology, Sydney, NSW 2007, Australia.)
(Postgraduate Student, Dept. of Civil Engineering, Univ. of Shanghai for Science and Technology, 516 Jungong Rd., 200093 Shanghai, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 8, v. 17
Page(s): 06017005
DOI: 10.1061/(asce)gm.1943-5622.0000925
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.1943-5622.0000925.
  • About this
    data sheet
  • Reference-ID
    10605582
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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