Articles | Volume 24, issue 10
https://doi.org/10.5194/nhess-24-3497-2024
https://doi.org/10.5194/nhess-24-3497-2024
Research article
 | 
14 Oct 2024
Research article |  | 14 Oct 2024

Dynamic response of pile–slab retaining wall structure under rockfall impact

Peng Zou, Gang Luo, Yuzhang Bi, and Hanhua Xu

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Interactive discussion

Status: closed

Comment types: AC – author | RC – referee | CC – community | EC – editor | CEC – chief editor | : Report abuse
  • RC1: 'Comment on egusphere-2023-2715', Polina Lemenkova, 13 Dec 2023
    • RC2: 'Reply on RC1', Anonymous Referee #2, 30 Dec 2023
      • AC2: 'Reply on RC2', Peng Zou, 13 Feb 2024
    • AC1: 'Reply on RC1', Peng Zou, 13 Feb 2024

Peer review completion

AR: Author's response | RR: Referee report | ED: Editor decision | EF: Editorial file upload
ED: Publish subject to minor revisions (review by editor) (19 Feb 2024) by Maria Bostenaru Dan
ED: Reconsider after major revisions (further review by editor and referees) (23 Feb 2024) by Maria Bostenaru Dan
AR by Peng Zou on behalf of the Authors (03 Apr 2024)  Author's response   Author's tracked changes   Manuscript 
ED: Referee Nomination & Report Request started (06 Apr 2024) by Maria Bostenaru Dan
RR by Polina Lemenkova (10 Apr 2024)
RR by Anonymous Referee #3 (27 Jul 2024)
ED: Publish subject to minor revisions (review by editor) (30 Jul 2024) by Maria Bostenaru Dan
AR by Peng Zou on behalf of the Authors (09 Aug 2024)  Author's response   Author's tracked changes   Manuscript 
ED: Publish subject to technical corrections (13 Aug 2024) by Maria Bostenaru Dan
AR by Peng Zou on behalf of the Authors (19 Aug 2024)  Author's response   Manuscript 
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Short summary
The pile–slab retaining wall, an innovative rockfall shield, is widely used in China's western mountains. However, its dynamic impact response and resistance remain unclear due to structural complexity. A comprehensive dynamic analysis of the structure, under various impacts, was done using the finite-element method. The maximum impact energy that the structure can withstand is 905 kJ, and various indexes were obtained.
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