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Active Stability Analysis of 3D Shallow Tunnel Face with Longitudinally Inclined Ground Surface Based on Nonlinear Mohr–Coulomb Failure Criterion

Author(s): ORCID (Lecturer, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China)
(Professor, School of Civil Engineering, Central South Univ., Hunan 410075, China.)
(Ph.D. Student, School of Civil Engineering, Central South Univ., Hunan 410075, China (corresponding author).)
(Associate Professor, School of Civil Engineering and Architecture, Changsha Univ. of Science and Technology, Hunan 410004, China.)
(Ph.D. Student, School of Civil Engineering, Central South Univ., Hunan 410075, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 20
Page(s): 04020198
DOI: 10.1061/(asce)gm.1943-5622.0001844
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.1943-5622.0001844.
  • About this
    data sheet
  • Reference-ID
    10606539
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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