1. Ktisis Cyprus University of Technology
  2. Cyprus University of Technology (Research Output)
  3. Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/14349
DC FieldValueLanguage
dc.contributor.authorMarangos, Orestes-
dc.contributor.authorMisra, Anil S.-
dc.date.accessioned2019-07-05T10:45:31Z-
dc.date.available2019-07-05T10:45:31Z-
dc.date.issued2004-01-01-
dc.identifier.citation9th International Symposium on Numerical Models in Geomechanics, NUMOG 2004, Ottawa, Canada, 25 August 2004 through 27 August 2004en_US
dc.identifier.issn978-905809636-4-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/14349-
dc.descriptionNumerical Models in Geomechanics - 9th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2004, 2004, Pages 395-406en_US
dc.description.abstract© 2004 Taylor & Francis Group plc, London, UK. All rights reserved. A multi-asperity micromechanical model along with an energy approach is utilized to investigate the details of reflection, transmission and conversion of plane seismic waves incident upon a rough rock joint. In the multi-asperity micromechanical methodology, the behavior of a rock joint is obtained by considering the behavior of asperity contacts and the statistical description of rock joint surface topography. The overall average energy transmission through rock joint is obtained as the sum of the asperity contact average energy transmissions. The transmitted and reflected wave amplitudes obtained by this approach are found to be dependent upon the incident wave frequency, rock joint roughness, rock material properties and existing normal stress conditions.en_US
dc.language.isoenen_US
dc.subjectFractureen_US
dc.subjectFracture complianceen_US
dc.subjectWave propagationen_US
dc.titleMulti-asperity contact model for wave propagation through rock jointen_US
dc.typeConference Papersen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Missourien_US
dc.subject.categoryCivil Engineeringen_US
dc.countryUnited Statesen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceInternational Symposium on Numerical Models in Geomechanicsen_US
dc.identifier.scopus2-s2.0-84986207664en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/84986207664en
dc.contributor.orcid#NODATA#en
dc.contributor.orcid#NODATA#en
cut.common.academicyear2003-2004en_US
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypeconferenceObject-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.fulltextNo Fulltext-
item.grantfulltextnone-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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