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Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study

Author(s): (Ph.D. Candidate, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.)
ORCID (Professor, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China (corresponding author))
(Associate Professor, Institute of Geotechnical and Underground Engineering, Huazhong Univ. of Science and Technology, Wuhan 430074, China.)
(Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.)
(Assistant Professor, College of Architecture and Civil Engineering, Taiyuan Univ. of Technology, Taiyuan 030024, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 6, v. 20
Page(s): 05020002
DOI: 10.1061/(asce)gm.1943-5622.0001644
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.1943-5622.0001644.
  • About this
    data sheet
  • Reference-ID
    10606346
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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