Determining REV for jointed rock masses using finite numerical analysis

dc.contributor.authorChiu, J.K.Y.
dc.contributor.authorSarı, Mehmet
dc.date.accessioned2024-09-02T05:34:35Z
dc.date.available2024-09-02T05:34:35Z
dc.date.issued2024
dc.departmentMühendislik Fakültesi
dc.description.abstractThe representative elementary volume (REV) of a jointed rock mass can be determined using finite numerical analysis, but the effect of using different finite element model settings has not been widely studied. This paper aims to compare various finite element codes and their settings for determining the REV size of an excavated jointed rock mass. We used the scriptable, free program ADONIS and Rocscience's RS2 and RS3 to numerically analyse circular excavation in a rock mass intersected by orthogonal joint sets with specified joint spacing. While the determined REV sizes versus the opening diameter to joint spacing ratio are generally comparable for all analyses, the use of XFEM in RS2 results in a relatively larger REV size. Considering computation efficiency, a 2-dimensional, efficient, and representative finite element model for a complete range analysis to obtain a reliable REV size of a jointed rock mass is preferred over a 3-dimensional analysis.
dc.identifier.doi10.1201/9781003429234-31
dc.identifier.endpage249en_US
dc.identifier.isbn978-103255144-9
dc.identifier.scopusqualityN/A
dc.identifier.startpage244en_US
dc.identifier.urihttps:/dx.doi.org/10.1201/9781003429234-31
dc.identifier.urihttps://hdl.handle.net/20.500.12451/12381
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherCRC Press/Balkema
dc.relation.ispartofNew Challenges in Rock Mechanics and Rock Engineering - Proceedings of the ISRM Rock Mechanics Symposium, EUROCK 2024
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.subjectDetermining REV
dc.subjectJointed Rock Masses
dc.titleDetermining REV for jointed rock masses using finite numerical analysis
dc.typeConference Object

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