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dc.contributor.authorDong, JJen_US
dc.contributor.authorPan, YWen_US
dc.date.accessioned2014-12-08T15:46:17Z-
dc.date.available2014-12-08T15:46:17Z-
dc.date.issued1999-09-01en_US
dc.identifier.issn0363-9061en_US
dc.identifier.urihttp://hdl.handle.net/11536/31138-
dc.identifier.urihttp://dx.doi.org/10.1002/(SICI)1096-9853(199909)23:11<1075en_US
dc.description.abstractThis paper presents a micromechanics model for the elastic stiffness of a non-spherical granular assembly. The microstructural continuum model of ideal spherical assembly is extended for non-ideal assembly. The presented work takes the effects of gradation, shape, and preferred orientation into account by introducing a directional distribution function of branch-vector length. The microstructure of a granular assembly is described by the distributions of packing structure, branch-vector length, and particle number per unit volume. These distributions account or the random nature of a realistic granular material. The microfeatures relevant to the description of non-deal particle assembly are elaborated. The influences of various direction-dependent and direction-independent microfeatures on the elastic stiffness are demonstrated. Hypothetical non-ideal granular assemblies are used to study the effects of gradation, shape and preferred orientation. Based on the proposed model, the paper discusses the inherent anisotropy in a non-ideal granular assembly. The presented work also makes use of a generalized static hypothesis to estimate the contact-force distribution for specific microstructure and stress state. With the estimated contact-force and the Hertz-Mindlin contact theory, the elastic stiffness of a particulate assembly can be evaluated. Hence, the effects of geometric fabric and anisotropic stress state on the elastic stiffness can be deliberated. Consequently, the effects of geometric fabric and kinetic fabric of a natural granular material can be evaluated independently. It is shown that the proposed model can reasonably capture the phenomena of inherent anisotropy and stress-induced anisotropy of a non-spherical granular assembly under small strain. Copyright (C) 1999 John Wiley & Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.subjectmicromechanics modelen_US
dc.subjectgranular assemblyen_US
dc.subjectelastic stiffnessen_US
dc.subjectfabricen_US
dc.subjectinherent anisotropyen_US
dc.subjectstress-induced anisotropyen_US
dc.titleMicromechanics model for elastic stiffness of non-spherical granular assemblyen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/(SICI)1096-9853(199909)23:11<1075en_US
dc.identifier.journalINTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICSen_US
dc.citation.volume23en_US
dc.citation.issue11en_US
dc.citation.spage1075en_US
dc.citation.epage1100en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000082795700001-
dc.citation.woscount3-
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