Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97338
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLiu, QWen_US
dc.creatorWang, HLen_US
dc.creatorChen, RPen_US
dc.creatorYin, ZYen_US
dc.creatorLin, XTen_US
dc.creatorWu, HNen_US
dc.date.accessioned2023-03-06T01:17:32Z-
dc.date.available2023-03-06T01:17:32Z-
dc.identifier.issn0266-352Xen_US
dc.identifier.urihttp://hdl.handle.net/10397/97338-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2021 Published by Elsevier Ltd.en_US
dc.rights© 2021. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Liu, Q.-W., Wang, H.-L., Chen, R.-P., Yin, Z.-Y., Lin, X.-T., & Wu, H.-N. (2022). Effect of relative density of 2D granular materials on the arching effect through numerical trapdoor tests. Computers and Geotechnics, 141, 104553 is available at https://dx.doi.org/10.1016/j.compgeo.2021.104553.en_US
dc.subjectArching effecten_US
dc.subjectDiscrete element methoden_US
dc.subjectFill heighten_US
dc.subjectRelative densityen_US
dc.titleEffect of relative density of 2D granular materials on the arching effect through numerical trapdoor testsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume141en_US
dc.identifier.doi10.1016/j.compgeo.2021.104553en_US
dcterms.abstractThe relative density and the fill height of granular materials influence the arching effect significantly, from either the overall behavior of granular materials or the formation of the arching effect. In this study, a comprehensive comparison of the arching effect at four fill heights with three relative densities is conducted by numerical trapdoor tests using the two-dimensional (2D) discrete element method. The results indicate that the stick–slip behavior of the arching ratio (the ratio of the average vertical stress on the trapdoor to the overburden stress; the ratio decreases to a minimum value, followed by recovering to the ultimate value) is more obvious for the case with lower fill height at a given relative density or that with higher density at a given fill height. The partial and the full arching can be distinguished by whether the loosen zone propagates to the surface. Two different critical states are identified for the partial and the full arching, respectively. These critical states are insensitive to the relative density. A characteristic height is identified around twice the width of the trapdoor, at which the critical state of the partial arching transfers to that of the full arching with the increase of the relative density.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationComputers and geotechnics, Jan. 2022, v. 141, 104553en_US
dcterms.isPartOfComputers and geotechnicsen_US
dcterms.issued2022-01-
dc.identifier.scopus2-s2.0-85119620846-
dc.identifier.eissn1873-7633en_US
dc.identifier.artn104553en_US
dc.description.validate202203 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0039-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNNSFCen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS58586726-
dc.description.oaCategoryGreen (AAM)en_US
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