Please use this identifier to cite or link to this item: https://ktisis.cut.ac.cy/handle/10488/14376
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dc.contributor.authorMisra, Anil S.-
dc.contributor.authorMarangos, Orestes-
dc.date.accessioned2019-07-08T07:54:49Z-
dc.date.available2019-07-08T07:54:49Z-
dc.date.issued2011-12-01-
dc.identifier.citationInternational Journal of Geomechanics, 2011, vol. 11, no. 6, pp. 431-439en_US
dc.identifier.issn1943-5622-
dc.description.abstractThe closure behavior of rock joints is intimately related to joint roughness. Here we utilize a micromechanical approach that explicitly considers asperity interactions on joint surfaces to study the rock-joint closure and wave propagation behavior. Elastic deformations and inelastic frictional sliding are considered at inclined asperity contacts. Rock-joint roughness is modeled through distributions of asperity heights and asperity contact orientations. The micromechanical approach developed in this paper establishes the link between the rock-joint closure behavior, the initial overlap of the joints, the asperity height distribution parameters, and the average asperity slope. The model is verified by comparison with experimental measurements. Subsequently a parametric study is performed. The results show that rock joints with the same roughness can exhibit a range of closure behavior depending upon initial overlap and rock intrinsic friction. Therefore, unique descriptions of rock-joint closure behavior are elusive. Finally, the model-predicted nonlinear normal and shear stiffness are used to investigate the reflection and transmission of plane waves at rock joints.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofInternational Journal of Geomechanicsen_US
dc.rights© American Society of Civil Engineersen_US
dc.subjectAsperityen_US
dc.subjectContacten_US
dc.subjectForce displacementen_US
dc.subjectMicromechanicsen_US
dc.subjectRock jointen_US
dc.subjectWave propagationen_US
dc.titleRock-Joint Micromechanics: Relationship of Roughness to Closure and Wave Propagationen_US
dc.typeArticleen_US
dc.collaborationUniversity of Kansasen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryUnited Statesen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1061/(ASCE)GM.1943-5622.0000021en_US
dc.identifier.scopus2-s2.0-84855867384en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/84855867384en
dc.contributor.orcid#NODATA#en
dc.contributor.orcid#NODATA#en
dc.relation.issue6en_US
dc.relation.volume11en_US
cut.common.academicyear2011-2012en_US
dc.identifier.spage431en_US
dc.identifier.epage439en_US
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
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