Gradient dependent dilatancy and its implications in shear banding and liquefaction

Vardoulakis, I; Aifantis, E

dc.contributor.author	Vardoulakis, I	en
dc.contributor.author	Aifantis, E	en
dc.date.accessioned	2014-03-01T01:07:29Z
dc.date.available	2014-03-01T01:07:29Z
dc.date.issued	1989	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10018
dc.subject	Deformation Theory	en
dc.subject	Length Scale	en
dc.subject	Shear Bands	en
dc.title	Gradient dependent dilatancy and its implications in shear banding and liquefaction	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF00532250	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF00532250	en
heal.publicationDate	1989	en
heal.abstract	A gradient dependent dilatancy condition is assumed in order to capture the heterogeneous character of deformation in granular soils. This assumption is incorporated into the structure of classical deformation and flow theories of plasticity and its implications in two interesting examples of patterning instability, that is shear banding and liquefaction, are examined. Shear banding is considered within a modified gradient	en
heal.journalName	Archive of Applied Mechanics	en
dc.identifier.doi	10.1007/BF00532250	en