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Dynamic behaviour of new anchor cable ribbed rockfall retaining walls on rock shed

Author(s): (PhD candidate, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, PR China; School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, PR China)
(Professor, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, PR China;School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, PR China; School of Civil Engineeri)
(Associate Professor, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, PR China; School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, PR China)
(Associate Professor, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, PR China; School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, PR China)
(Engineer, China Railway First Survey and Design Institute Group Co. LTD, Xi'an, Shaanxi, PR China)
(Professor, Priority Research Centre for Geotechnical Science and Engineering, The University of Newcastle, Callaghan, NSW, Australia)
(Professor, Priority Research Centre for Geotechnical Science and Engineering, The University of Newcastle, Callaghan, NSW, Australia)
Medium: journal article
Language(s): English
Published in: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Page(s): 1-14
DOI: 10.1680/jgeen.23.00084
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/jgeen.23.00084.
  • About this
    data sheet
  • Reference-ID
    10749872
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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