Bifurcation analysis of the triaxial test on sand samples

Vardoulakis, I

dc.contributor.author	Vardoulakis, I	en
dc.date.accessioned	2014-03-01T01:05:47Z
dc.date.available	2014-03-01T01:05:47Z
dc.date.issued	1979	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/8995
dc.subject	Bifurcation Analysis	en
dc.subject	Critical Value	en
dc.subject	Soil Properties	en
dc.subject	Strain Hardening	en
dc.title	Bifurcation analysis of the triaxial test on sand samples	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF01176132	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF01176132	en
heal.publicationDate	1979	en
heal.abstract	Summary A bifurcation analysis of a strain hardening dilatant sand sample in the triaxial test is carried out. The analysis shows that the triaxial test yields only then the limiting soil properties if 1) the sample is compact enough and 2) if the confining pressure does not exceed a critical value depending on the soil anisotropy and the slenderness of	en
heal.journalName	Acta Mechanica	en
dc.identifier.doi	10.1007/BF01176132	en