Constitutive properties of dry sand observable in the triaxial test

Vardoulakis, I

dc.contributor.author	Vardoulakis, I	en
dc.date.accessioned	2014-03-01T01:05:59Z
dc.date.available	2014-03-01T01:05:59Z
dc.date.issued	1981	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9103
dc.subject	Bifurcation Analysis	en
dc.subject	Compression Test	en
dc.subject	Shear Bands	en
dc.title	Constitutive properties of dry sand observable in the triaxial test	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF01176466	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF01176466	en
heal.publicationDate	1981	en
heal.abstract	Summary The so-called “rigid-granular” model for dry sand is tested here, within the frame of a bifurcation analysis of continuous and discontinuous deformation modes occurring in the triaxial test. For describing incipient shear parallel to the geometric axes of the sample and at 45° to them, two shear moduli μ and<img src="/fulltext-image.asp?format=htmlnonpaginated&src=UK867311122505TR_html\707_2005_Article_BF01176466_TeX2GIFIE1.gif" border="0" alt="$$\mathop \mu \limits^* $$"	en
heal.journalName	Acta Mechanica	en
dc.identifier.doi	10.1007/BF01176466	en