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dc.contributor.authorChiu, Chia-Chien_US
dc.contributor.authorWeng, Meng-Chiaen_US
dc.date.accessioned2019-04-02T05:59:00Z-
dc.date.available2019-04-02T05:59:00Z-
dc.date.issued2019-05-01en_US
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.compgeo.2019.01.011en_US
dc.identifier.urihttp://hdl.handle.net/11536/149025-
dc.description.abstractThis paper proposes a particulate interface model to simulate the interface by using a particulate discrete element method. Six modifications are adopted in the numerical calculations to improve the stability and accuracy. The interface model provides two failure criteria: one is the Mohr Coulomb failure criterion and the other is the Barton-Bandis shear strength criterion. To verify the proposed model, the failure envelope, the shear-displacement curve, the closure curve, and the dilation curve were analyzed and simulated. The simulations demonstrated good agreement with the theoretical curves. The influence of the particle size was also investigated; the results proved that the quantity or size of the particle did not affect the performance of the proposed model. Finally, a rock bolt pull-out problem was simulated. The results proved that the proposed interface model can reasonably predict the shear stress acting on the interface between the rock bolt and rock.en_US
dc.language.isoen_USen_US
dc.subjectDiscrete element methoden_US
dc.subjectInterfaceen_US
dc.subjectRock jointen_US
dc.titleSimulating interface characteristics by using a particulate interface model of a discrete element methoden_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.compgeo.2019.01.011en_US
dc.identifier.journalCOMPUTERS AND GEOTECHNICSen_US
dc.citation.volume109en_US
dc.citation.spage1en_US
dc.citation.epage11en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000461268700001en_US
dc.citation.woscount0en_US
Appears in Collections:Articles