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Coupled Effect of Cross-Sectional Shape and Load Reduction on High-Filled Cut-and-Cover Tunnels Considering Soil–Structure Interaction

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, National and Provincial Joint Engineering Laboratory of Road & Bridge Disaster Prevention and Control, Lanzhou Jiaotong Univ., Lanzhou, Gansu 730070, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 20
Page(s): 04020082
DOI: 10.1061/(asce)gm.1943-5622.0001696
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.1943-5622.0001696.
  • About this
    data sheet
  • Reference-ID
    10606399
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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