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Deformation Responses of a Geosynthetic Reinforced Soil-Integrated Bridge System Under Static Loading and Sensitivity Analysis of Influential Factors Based on the Improved Grey Relational Method

Author(s): (School of Civil Engineering, Guangzhou University, Guangzhou, China)
ORCID (School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan, China)
(School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan, China)
(CCCC Second Highway Consultants Co., Ltd, Wuhan, China)
Medium: journal article
Language(s): English
Published in: Transportation Research Record: Journal of the Transportation Research Board
DOI: 10.1177/03611981241236471
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: 10.1177/03611981241236471.
  • About this
    data sheet
  • Reference-ID
    10777824
  • Published on:
    13/05/2024
  • Last updated on:
    13/05/2024
 
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