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Article: Influence of debris flow solid fraction on rigid barrier impact

TitleInfluence of debris flow solid fraction on rigid barrier impact
Authors
KeywordsSolid fraction
Rigid barrier
Impact
Centrifuge modelling
Debris flow
Issue Date2017
Citation
Canadian Geotechnical Journal, 2017, v. 54, n. 10, p. 1421-1434 How to Cite?
Abstract© 2017, Canadian Science Publishing. All rights reserved. The dynamics of debris flows are fundamentally governed by the interaction between the solid and fluid phases. However, current approaches used to estimate impact load treat debris flow as an equivalent fluid without considering solid-fluid interaction separately from other factors. In this study, a series of centrifuge tests was carried out to investigate the influence of interaction between solid and fluid phases on single-surge debris flow impact on a rigid barrier. The effect of solid-fluid interaction was studied by varying the solid fraction of the flows. A model rigid barrier was instrumented to capture induced bending moment and impact pressure. Test results demonstrate that the transition from a pile-up mechanism to a run-up mechanism is governed by the solid fraction and thus the grain contact stresses. The rigid barrier design for the impact with a pile-up mechanism is mainly dominated by the static load. Contrary to the hydrodynamic approach, which assumes that the frontal impact is the most critical, the frontal impact of a run-up mechanism contributes less than 25% of the total force impulse. The consideration of static loading leads to the development of a new impact model with a triangular distribution of the impact pressure.
Persistent Identifierhttp://hdl.handle.net/10722/273725
ISSN
2023 Impact Factor: 3.0
2023 SCImago Journal Rankings: 1.513
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorSong, D.-
dc.contributor.authorNg, C. W.W.-
dc.contributor.authorChoi, C. E.-
dc.contributor.authorZhou, G. G.D.-
dc.contributor.authorKwan, J. S.H.-
dc.contributor.authorKoo, R. C.H.-
dc.date.accessioned2019-08-12T09:56:28Z-
dc.date.available2019-08-12T09:56:28Z-
dc.date.issued2017-
dc.identifier.citationCanadian Geotechnical Journal, 2017, v. 54, n. 10, p. 1421-1434-
dc.identifier.issn0008-3674-
dc.identifier.urihttp://hdl.handle.net/10722/273725-
dc.description.abstract© 2017, Canadian Science Publishing. All rights reserved. The dynamics of debris flows are fundamentally governed by the interaction between the solid and fluid phases. However, current approaches used to estimate impact load treat debris flow as an equivalent fluid without considering solid-fluid interaction separately from other factors. In this study, a series of centrifuge tests was carried out to investigate the influence of interaction between solid and fluid phases on single-surge debris flow impact on a rigid barrier. The effect of solid-fluid interaction was studied by varying the solid fraction of the flows. A model rigid barrier was instrumented to capture induced bending moment and impact pressure. Test results demonstrate that the transition from a pile-up mechanism to a run-up mechanism is governed by the solid fraction and thus the grain contact stresses. The rigid barrier design for the impact with a pile-up mechanism is mainly dominated by the static load. Contrary to the hydrodynamic approach, which assumes that the frontal impact is the most critical, the frontal impact of a run-up mechanism contributes less than 25% of the total force impulse. The consideration of static loading leads to the development of a new impact model with a triangular distribution of the impact pressure.-
dc.languageeng-
dc.relation.ispartofCanadian Geotechnical Journal-
dc.subjectSolid fraction-
dc.subjectRigid barrier-
dc.subjectImpact-
dc.subjectCentrifuge modelling-
dc.subjectDebris flow-
dc.titleInfluence of debris flow solid fraction on rigid barrier impact-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1139/cgj-2016-0502-
dc.identifier.scopuseid_2-s2.0-85030565651-
dc.identifier.volume54-
dc.identifier.issue10-
dc.identifier.spage1421-
dc.identifier.epage1434-
dc.identifier.eissn1208-6010-
dc.identifier.isiWOS:000412171900005-
dc.identifier.issnl0008-3674-

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