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TRUE TRIAXIAL YIELDING AND HARDENING OF ROCK.

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dc.contributor.author Michelis, Paul en
dc.date.accessioned 2014-03-01T01:07:01Z
dc.date.available 2014-03-01T01:07:01Z
dc.date.issued 1987 en
dc.identifier.issn 0733-9410 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/9751
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0023367088&partnerID=40&md5=fe61876509c748cff0b5f06383d488d5 en
dc.subject.classification Engineering, Civil en
dc.subject.classification Geosciences, Multidisciplinary en
dc.subject.other MATERIALS - Hardening en
dc.subject.other ROCK MECHANICS en
dc.subject.other STRESSES - Strain en
dc.subject.other TRIAXIAL YIELDING en
dc.subject.other ROCK en
dc.title TRUE TRIAXIAL YIELDING AND HARDENING OF ROCK. en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1987 en
heal.abstract Analysis of test results for intact and granulated marbles (cemented and noncemented granular materials) adds to the indications that strain softening does not express a real material behavior; it highlights similarities in stress-strain relations and confirms equality of a stress and a plastic strain invariant. The physical meaning of the parameters of a yield equation, which express energy dissipating in frictional and nonfrictional processes and define the deviation from the normality condition, is shown. A hardening rule that takes into account friction and dilatancy is formulated from yield relations and from an experimentally proved consistency condition. Meridian and deviatoric sections of yield surfaces, obtained by low and high pressure experiments and substantiated by results compiled from the literature, are considered. A polyaxial yield equation and hardening rule are proposed and experimentally verified. en
heal.publisher ASCE-AMER SOC CIVIL ENGINEERS en
heal.journalName Journal of geotechnical engineering en
dc.identifier.isi ISI:A1987H428000005 en
dc.identifier.volume 113 en
dc.identifier.issue 6 en
dc.identifier.spage 616 en
dc.identifier.epage 635 en


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