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Article: Investigation of boulder impact force and energy transfer for steel baffle with footing

TitleInvestigation of boulder impact force and energy transfer for steel baffle with footing
Authors
Keywordsbaffle
boulder
finite element modeling
impact
landslide
Issue Date1-Jul-2023
PublisherCanadian Science Publishing
Citation
Canadian Geotechnical Journal, 2023, v. 60, n. 7, p. 994-1005 How to Cite?
Abstract

Steel baffle installed on footing is commonly used to resist and dissipate the impact energy from boulders carried by debris flow. However, the deformation of a baffle and the resulting energy transfer to the footing during the impact process compound the challenges of predicting the impact force and size of the footing required. In this study, full-scale experiments were conducted to simulate a boulder impacting a steel baffle installed on a square footing. The experimental data were back-analyzed using a three-dimensional (3D) finite element model, which was then used to conduct a parametric study to examine the effects of a range of impact energies and footing sizes. New design charts are developed to assess the required size of a square footing, embedded up to 2 m depth, for a steel baffle subjected to boulder impact with energy in the range of 10–100 kJ.


Persistent Identifierhttp://hdl.handle.net/10722/341710
ISSN
2023 Impact Factor: 3.0
2023 SCImago Journal Rankings: 1.513
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorNg, CWW-
dc.contributor.authorZhang, DC-
dc.contributor.authorChoi, CE-
dc.contributor.authorChen, R-
dc.contributor.authorKoo, RCH-
dc.contributor.authorKwan, JSH-
dc.contributor.authorNi, JJ-
dc.contributor.authorHo, KKS-
dc.date.accessioned2024-03-20T06:58:28Z-
dc.date.available2024-03-20T06:58:28Z-
dc.date.issued2023-07-01-
dc.identifier.citationCanadian Geotechnical Journal, 2023, v. 60, n. 7, p. 994-1005-
dc.identifier.issn0008-3674-
dc.identifier.urihttp://hdl.handle.net/10722/341710-
dc.description.abstract<p>Steel baffle installed on footing is commonly used to resist and dissipate the impact energy from boulders carried by debris flow. However, the deformation of a baffle and the resulting energy transfer to the footing during the impact process compound the challenges of predicting the impact force and size of the footing required. In this study, full-scale experiments were conducted to simulate a boulder impacting a steel baffle installed on a square footing. The experimental data were back-analyzed using a three-dimensional (3D) finite element model, which was then used to conduct a parametric study to examine the effects of a range of impact energies and footing sizes. New design charts are developed to assess the required size of a square footing, embedded up to 2 m depth, for a steel baffle subjected to boulder impact with energy in the range of 10–100 kJ.</p>-
dc.languageeng-
dc.publisherCanadian Science Publishing-
dc.relation.ispartofCanadian Geotechnical Journal-
dc.subjectbaffle-
dc.subjectboulder-
dc.subjectfinite element modeling-
dc.subjectimpact-
dc.subjectlandslide-
dc.titleInvestigation of boulder impact force and energy transfer for steel baffle with footing-
dc.typeArticle-
dc.identifier.doi10.1139/cgj-2021-0271-
dc.identifier.scopuseid_2-s2.0-85166071434-
dc.identifier.volume60-
dc.identifier.issue7-
dc.identifier.spage994-
dc.identifier.epage1005-
dc.identifier.eissn1208-6010-
dc.identifier.isiWOS:000995841600001-
dc.identifier.issnl0008-3674-

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