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dc.contributor.authorDong, JJen_US
dc.contributor.authorPan, YWen_US
dc.date.accessioned2014-12-08T15:02:51Z-
dc.date.available2014-12-08T15:02:51Z-
dc.date.issued1996-02-01en_US
dc.identifier.issn0148-9062en_US
dc.identifier.urihttp://hdl.handle.net/11536/1465-
dc.description.abstractA rough rock joint model is proposed in this study on the basis of micromechanics concepts. In the model, the global behavior of a rough joint depends on the microfeatures of the contact planes on the joint. The contact mechanics on contact planes controls the mechanical behavior of the joint via a homogenization process. Also, the complex mechanical behavior of a joint is associated with simple microfeatures of the joint, including the frictional properties and the structure of contact planes. To capture the feature of scale dependency of joint roughness, a hierarchical representation of a joint profile is proposed in the form of a multi-level-asperity model. Moreover, the constitutive relation of the multi-level-asperity model is derived through a recursive homogenization process. The proposed model's framework is general and systematic. Furthermore, major deformation mechanisms of joint asperities, i.e. interlocking, wearing, shearing-off sliding, separation and degradation, are taken into account.en_US
dc.language.isoen_USen_US
dc.titleHierarchical model of rough rock joints based on micromechanicsen_US
dc.typeArticleen_US
dc.identifier.journalINTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTSen_US
dc.citation.volume33en_US
dc.citation.issue2en_US
dc.citation.spage111en_US
dc.citation.epage123en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:A1996UA45100001-
dc.citation.woscount6-
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