POLYAXIAL YIELDING OF GRANULAR ROCK.

Michelis, Paul

dc.contributor.author	Michelis, Paul	en
dc.date.accessioned	2014-03-01T01:06:27Z
dc.date.available	2014-03-01T01:06:27Z
dc.date.issued	1985	en
dc.identifier.issn	0733-9399	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9397
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0022111699&partnerID=40&md5=211bf6aa84e0fe8348f543cc9ab57f71	en
dc.subject.classification	Engineering, Mechanical	en
dc.subject.other	MARBLE - Stresses	en
dc.subject.other	POLYAXIAL YIELDING	en
dc.subject.other	STRESS-STRAIN RELATIONS	en
dc.subject.other	WORK BALANCE EQUATION	en
dc.subject.other	GEOPHYSICS	en
dc.title	POLYAXIAL YIELDING OF GRANULAR ROCK.	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1985	en
heal.abstract	Results from true triaxial testing on a granular dense marble are analyzed with emphasis on the incremental relations during strain-hardening (initial yield to peak strength) at constant intermediate and minor stresses. The strong dependency of the behavior on the value of intermediate principal stress is confirmed. Consistency of experimental flow rule was revealed for the examined yield states corresponding to initial yield, to a given value of plastic strain invariant, and to peak strength.	en
heal.publisher	ASCE-AMER SOC CIVIL ENGINEERS	en
heal.journalName	Journal of Engineering Mechanics	en
dc.identifier.isi	ISI:A1985ANB8900006	en
dc.identifier.volume	111	en
dc.identifier.issue	8	en
dc.identifier.spage	1049	en
dc.identifier.epage	1066	en