Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/82587
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dc.contributor.authorTao, M.en
dc.contributor.authorWu, C.en
dc.contributor.authorLi, X.en
dc.date.issued2013en
dc.identifier.citationRock Dynamics and Applications, State of the Art, Lausanne, Switzerland, 6-8 June 2013/ Zhao & Li (eds.): pp.451-456en
dc.identifier.isbn9781138000568en
dc.identifier.urihttp://hdl.handle.net/2440/82587-
dc.description.abstractThe excavation fracture responses around cavities in rock mass with initial stress were examined using three dimensional numerical modelling. In addition to the primary fractured zone in near field, numerical modelling generated the second fractured zone in far field, and an elastic non-fractured zone between the two fractured zones, i.e., the fractured zones and the non-fractured zone occur alternately around deep cavity. This finding proved that the zonal disintegration phenomenon can occur in underground excavation process.en
dc.description.statementofresponsibilityM. Tao, C. Wu, X.B. Lien
dc.description.urihttp://www.rocdyn.org/index.htmen
dc.description.urihttp://www.rocdyn.org/files/RocDyn%20Final%20Program.pdfen
dc.language.isoenen
dc.publisherCRC Press/Balkemaen
dc.rights© 2013 Taylor & Francis Groupen
dc.titleNumerical simulation of multiple fracture zones in underground dynamic loading processesen
dc.typeConference paperen
dc.identifier.rmid0020128992en
dc.contributor.conferenceInternational Conference on Rock Dynamics and Applications (1st : 2013 : Lausanne, Switzerland)en
dc.identifier.doi10.1201/b14916-58en
dc.publisher.placeThe Netherlandsen
dc.identifier.pubid19113-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
Appears in Collections:Civil and Environmental Engineering publications

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