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

Autor(en): (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: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
Seite(n): 1-14
DOI: 10.1680/jgeen.23.00084
Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1680/jgeen.23.00084.
  • Über diese
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  • Reference-ID
    10749872
  • Veröffentlicht am:
    14.01.2024
  • Geändert am:
    14.01.2024
 
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