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Closed-Form Solution for Undrained Cavity Expansion in Anisotropic Soil Mass Based on Spatially Mobilized Plane Failure Criterion

Author(s): (Ph.D. Student, School of Civil Engineering, Central South Univ., No. 22, Shaoshan South Road, Railway Campus, Changsha, Hunan 410075, China.)
(Professor, School of Civil Engineering, Central South Univ., No. 22, Shaoshan South Road, Railway Campus, Changsha, Hunan 410075, China.)
(Postgraduate Student, School of Civil Engineering, Central South Univ., No. 22, Shaoshan South Road, Railway Campus, Changsha, Hunan 410075, China (corresponding author).)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 19
Page(s): 04019075
DOI: 10.1061/(asce)gm.1943-5622.0001458
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.1943-5622.0001458.
  • About this
    data sheet
  • Reference-ID
    10606126
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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