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Article: Interaction between granular flows and flexible obstacles: a grain-scale investigation

TitleInteraction between granular flows and flexible obstacles: a grain-scale investigation
Authors
KeywordsLandslides
Flexible barriers
Grain intruder
Landslide mitigation
Issue Date2020
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo
Citation
Computers and Geotechnics, 2020, v. 128, p. article no. 103800 How to Cite?
AbstractFlexible obstacles are used to reduce the impact load exerted by granular flows. However, grain-scale interactions between granular assemblies and flexible obstacles remain poorly understood, making it difficult to estimate the required resisting force. In this fundamental study, a flexible obstacle was simplified as a grain intruder and dragged through a static granular assembly. A new physical intruder apparatus was used to calibrate a discrete element model. The calibrated model was then used to evaluate the effects of the stiffness and loading rate on the force experienced by the intruder and the energy dissipated by the granular assembly. The response of the intruder and the granular assembly depended significantly on both the drag rate and the obstacle stiffness. Softer obstacles caused longer sticks between slips. At least 60% of the work was transferred from the intruder into the granular assembly regardless of the drag rate and obstacle stiffness. Stick-slip behaviour was not observed for stiff obstacles and high drag rates (>1 m/s), where the bulk granular assembly fluidised. The results of this study suggest that rigid obstacles are better for causing energy dissipation in the granular assembly, while flexible obstacles are better for reducing the resisting forces required.
Persistent Identifierhttp://hdl.handle.net/10722/288046
ISSN
2023 Impact Factor: 5.3
2023 SCImago Journal Rankings: 1.725
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorChoi, CE-
dc.contributor.authorGoodwin, GR-
dc.date.accessioned2020-10-05T12:07:04Z-
dc.date.available2020-10-05T12:07:04Z-
dc.date.issued2020-
dc.identifier.citationComputers and Geotechnics, 2020, v. 128, p. article no. 103800-
dc.identifier.issn0266-352X-
dc.identifier.urihttp://hdl.handle.net/10722/288046-
dc.description.abstractFlexible obstacles are used to reduce the impact load exerted by granular flows. However, grain-scale interactions between granular assemblies and flexible obstacles remain poorly understood, making it difficult to estimate the required resisting force. In this fundamental study, a flexible obstacle was simplified as a grain intruder and dragged through a static granular assembly. A new physical intruder apparatus was used to calibrate a discrete element model. The calibrated model was then used to evaluate the effects of the stiffness and loading rate on the force experienced by the intruder and the energy dissipated by the granular assembly. The response of the intruder and the granular assembly depended significantly on both the drag rate and the obstacle stiffness. Softer obstacles caused longer sticks between slips. At least 60% of the work was transferred from the intruder into the granular assembly regardless of the drag rate and obstacle stiffness. Stick-slip behaviour was not observed for stiff obstacles and high drag rates (>1 m/s), where the bulk granular assembly fluidised. The results of this study suggest that rigid obstacles are better for causing energy dissipation in the granular assembly, while flexible obstacles are better for reducing the resisting forces required.-
dc.languageeng-
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compgeo-
dc.relation.ispartofComputers and Geotechnics-
dc.subjectLandslides-
dc.subjectFlexible barriers-
dc.subjectGrain intruder-
dc.subjectLandslide mitigation-
dc.titleInteraction between granular flows and flexible obstacles: a grain-scale investigation-
dc.typeArticle-
dc.identifier.emailChoi, CE: cechoi@hku.hk-
dc.identifier.emailGoodwin, GR: cegeorge@hku.hk-
dc.identifier.authorityChoi, CE=rp02576-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.compgeo.2020.103800-
dc.identifier.scopuseid_2-s2.0-85091640056-
dc.identifier.hkuros315851-
dc.identifier.volume128-
dc.identifier.spagearticle no. 103800-
dc.identifier.epagearticle no. 103800-
dc.identifier.isiWOS:000604540400003-
dc.publisher.placeUnited Kingdom-
dc.identifier.issnl0266-352X-

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