Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/111457
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | - |
| dc.creator | Jing, L | - |
| dc.creator | Kwok, CY | - |
| dc.creator | Leung, YF | - |
| dc.creator | Sobral, YD | - |
| dc.date.accessioned | 2025-02-27T04:12:36Z | - |
| dc.date.available | 2025-02-27T04:12:36Z | - |
| dc.identifier.issn | 2470-0045 | - |
| dc.identifier.uri | http://hdl.handle.net/10397/111457 | - |
| dc.language.iso | en | en_US |
| dc.publisher | American Physical Society | en_US |
| dc.rights | ©2016 American Physical Society | en_US |
| dc.rights | The following publication Jing, L., Kwok, C. Y., Leung, Y. F., & Sobral, Y. D. (2016). Characterization of base roughness for granular chute flows. Physical Review E, 94(5), 052901 is available at https://doi.org/10.1103/PhysRevE.94.052901. | en_US |
| dc.title | Characterization of base roughness for granular chute flows | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.volume | 94 | - |
| dc.identifier.issue | 5 | - |
| dc.identifier.doi | 10.1103/PhysRevE.94.052901 | - |
| dcterms.abstract | Base roughness plays an important role in the dynamics of granular flows but is still poorly understood due to the difficulty of its quantification. For a bumpy base made of spheres, at least two factors should be considered in order to characterize its geometric roughness, namely, the size ratio of flow to base particles and the packing arrangement of base particles. In this paper, we propose an alternative definition of base roughness, 𝑅𝑎, as a function of both the size ratio and the distribution of base particles. This definition is generalized for random and regular packings of multilayered spheres. The range of possible values of 𝑅𝑎 is presented, and optimal arrangements for maximizing base roughness are studied. Our definition is applied to granular chute flows in both two- and three-dimensional configurations, and is shown to successfully predict whether slip occurs at the base. A transition is observed from slip to nonslip conditions as 𝑅𝑎 increases. Critical values of 𝑅𝑎 are identified for the construction of a nonslip base at various angles of inclination. | - |
| dcterms.accessRights | open access | en_US |
| dcterms.bibliographicCitation | Physical review E : covering statistical, nonlinear, biological, and soft matter physics, Nov. 2016, v. 94, no. 5, 052901 | - |
| dcterms.isPartOf | Physical review E : covering statistical, nonlinear, biological, and soft matter physics | - |
| dcterms.issued | 2016-11 | - |
| dc.identifier.scopus | 2-s2.0-84994593618 | - |
| dc.identifier.eissn | 2470-0053 | - |
| dc.identifier.artn | 052901 | - |
| dc.description.validate | 202502 bcch | - |
| dc.description.oa | Version of Record | en_US |
| dc.identifier.FolderNumber | OA_Others | en_US |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | Research Institute for Sustainable Urban Development at The Hong Kong Polytechnic University; FAP-DF, Brazil; Hong Kong UGC Special Equipment Grant | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.description.oaCategory | VoR allowed | en_US |
| Appears in Collections: | Journal/Magazine Article | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| PhysRevE.94.052901.pdf | 1.85 MB | Adobe PDF | View/Open |
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