Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/98183
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dc.contributor.authorMunoz, H.en
dc.contributor.authorTaheri, A.en
dc.contributor.authorChanda, E.en
dc.date.issued2015en
dc.identifier.citationProceedings Africa Australia Technical Mining Conference : Bridging the technology Divide Through Collaboration 2015, 2015 / pp.1-6en
dc.identifier.isbn9781925100266en
dc.identifier.urihttp://hdl.handle.net/2440/98183-
dc.description.abstractThis study presents the results of laboratory testing on a range of soft and hard rocks by uniaxial compressive strength and polycrystalline diamond compact cutting tests of intact rocks. It was found that by coupling rock stress-strain and cutting response, the shear strain energy and stress intensity factor can satisfactorily quantify the minimum energy required to cut rocks. As a result, shear, fracture and friction energy dissipation are considered to take place in the rock during steady cutting. Steady cutting is characterised by a linear-scaling response of the cutting force with the depth of cut. Therefore, efficient cutting was assessed from rock shear strength and fracture toughness.en
dc.description.statementofresponsibilityH Munoz, A Taheri, and E Chandaen
dc.language.isoenen
dc.publisherThe Australasian Institute of Mining and Mettallurgyen
dc.rights© The Australasian Institute of Mining and Mettallurgy 2015.en
dc.titleExperimental assessment of rock-cutting characteristics by strength- and -fracture-driven mechanismsen
dc.typeConference paperen
dc.identifier.rmid0030041491en
dc.contributor.conferenceAfrica Australia Technical Mining Conference (ATA) (11 Jun 2015 - 12 Jun 2015 : Adelaide, SA)en
dc.identifier.pubid226790-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.library.teamDS07en
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidTaheri, A. [0000-0003-4176-5379]en
Appears in Collections:Civil and Environmental Engineering publications

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