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Coupled Effect of Expanded Polystyrene and Geogrid on Load Reduction for High-Filled Cut-and-Cover Tunnels Using the Discrete-Element Method

Author(s): (Professor, College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou, Gansu 730070, China (corresponding author).)
(M.S. Student, College of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou, Gansu 730070, China.)
ORCID (Associate Professor, Harold Hamm School of Geology and Geological Engineering, Univ. of North Dakota, 81 Cornell St., Stop. 8358, Grand Forks, ND 58202)
(Senior Lecturer, College of Civil Engineering, Lanzhou Institute of Technology, Lanzhou, Gansu 730050, China.)
(Professor, National and Provincial Joint Engineering Laboratory of Road & Bridge Disaster Prevention and Control, Lanzhou Jiaotong Univ., Lanzhou, Gansu 730070, China.)
(Associate Professor, Dept. of Urban Rail Transit and Railway Engineering, College of Transportation Engineering, Tongji Univ., Shanghai 201804, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 6, v. 20
Page(s): 04020052
DOI: 10.1061/(asce)gm.1943-5622.0001683
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.1943-5622.0001683.
  • About this
    data sheet
  • Reference-ID
    10606352
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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