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Cumulative deformation behavior of GRS bridge abutments under cyclic traffic loading

Author(s): ORCID (Ph.D. Candidate, School of Civil Engineering, Wuhan University, Wuhan, Hubei, China,)
(Chief Engineer, Shanxi Transportation Technology Research & Development Co., Ltd., Key Laboratory of Highway Construction and Maintenance Technology in Loess Region, Taiyuan, China,)
(Professor, School of Civil Engineering and Architecture, East China Jiao Tong University, Nanchang, Jiangxi, China,)
ORCID (Professor, School of Civil Engineering, Wuhan University, Wuhan, Hubei, China,)
ORCID (Professor, School of Civil Engineering, Wuhan University, Wuhan, Hubei, China,(corresponding author))
Medium: journal article
Language(s): English
Published in: Geosynthetics International
Page(s): 1-15
DOI: 10.1680/jgein.23.00144
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: 10.1680/jgein.23.00144.
  • About this
    data sheet
  • Reference-ID
    10776808
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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