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dc.contributor.authorMorgan, Stephen P.
dc.contributor.authorJohnson, Catherine A.
dc.contributor.authorEinstein, Herbert H.
dc.date.accessioned2016-06-17T17:36:42Z
dc.date.available2016-06-17T17:36:42Z
dc.date.issued2013-02
dc.identifier.issn0376-9429
dc.identifier.issn1573-2673
dc.identifier.urihttp://hdl.handle.net/1721.1/103144
dc.description.abstractThis paper presents a comprehensive study of the cracking and coalescence behavior of granite specimens with pre-existing flaw pairs. Uniaxial compressions tests were conducted on Barre granite with pre-existing flaw pairs of varying inclination angles (β), bridging angles (α) and ligament lengths (L). The cracking processes were recorded using a high speed camera to capture crack initiation and determine the mode (tensile or shear) of cracking. Visible fracture process zones of grain lightening, referred to as “white patching”, were also observed. White patching corresponded to fracture process zones that developed before visible cracks appeared. Cracks were typically preceded by a corresponding linear white patching. Diffusive area white patching was also observed near locations where surface spalling eventually occurred. Shear cracks occurred less often when compared to other brittle materials such as gypsum and marble and tensile cracks were typically much more jagged in shape (saw-toothed) due to the larger size and higher strength mineral grains of granite. Crack coalescence behavior trended from indirect to direct shear and combined shear-tensile to direct tensile coalescence as the flaw pair bridging angle (α) or flaw angle (β) increased. As the ligament length (L) between flaws increased, more indirect coalescence was observed. As expected, due to the increased occurrence of tensile cracking in granite, more indirect tensile coalescence was observed in granite compared to other materials previously studied.en_US
dc.description.sponsorshipMIT Energy Initiativeen_US
dc.description.sponsorshipNational Science Foundation (U.S.) (NSF (Award No. 0555053))en_US
dc.description.sponsorshipUnited States. Dept. of Energy (DOE (DEFG- 06GO16061))en_US
dc.description.sponsorshipUnited States. Army Research Office (ARO (Award No. 007492-001))en_US
dc.publisherSpringer Netherlandsen_US
dc.relation.isversionofhttp://dx.doi.org/10.1007/s10704-013-9810-yen_US
dc.rightsCreative Commons Attribution-Noncommercial-Share Alikeen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/4.0/en_US
dc.sourceSpringer Netherlandsen_US
dc.titleCracking processes in Barre granite: fracture process zones and crack coalescenceen_US
dc.typeArticleen_US
dc.identifier.citationMorgan, Stephen P., Catherine A. Johnson, and Herbert H. Einstein. “Cracking Processes in Barre Granite: Fracture Process Zones and Crack Coalescence.” International Journal of Fracture 180, no. 2 (February 22, 2013): 177–204.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.contributor.mitauthorMorgan, Stephen P.en_US
dc.contributor.mitauthorEinstein, Herbert H.en_US
dc.relation.journalInternational Journal of Fractureen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dc.date.updated2016-05-23T12:07:10Z
dc.language.rfc3066en
dc.rights.holderSpringer Science+Business Media Dordrecht
dspace.orderedauthorsMorgan, Stephen P.; Johnson, Catherine A.; Einstein, Herbert H.en_US
dspace.embargo.termsNen
dc.identifier.orcidhttps://orcid.org/0000-0002-7478-3277
dc.identifier.orcidhttps://orcid.org/0000-0003-4074-4736
mit.licenseOPEN_ACCESS_POLICYen_US
mit.metadata.statusComplete


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