PLANE-STRAIN COMPRESSION EXPERIMENTS ON WATER-SATURATED FINE-GRAINED SAND

HAN, C; VARDOULAKIS, IG

dc.contributor.author	HAN, C	en
dc.contributor.author	VARDOULAKIS, IG	en
dc.date.accessioned	2014-03-01T01:40:54Z
dc.date.available	2014-03-01T01:40:54Z
dc.date.issued	1991	en
dc.identifier.issn	0016-8505	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23304
dc.subject	ANTIGRANULOCYTES MATERIALS	en
dc.subject	LIQUEFACTION	en
dc.subject	PERMEABILITY	en
dc.subject	SHEAR STRENGTH	en
dc.subject	SHEAR TESTS	en
dc.subject	TIME DEPENDENCE	en
dc.subject.classification	Engineering, Geological	en
dc.subject.classification	Geosciences, Multidisciplinary	en
dc.subject.other	GRANULAR-MATERIALS	en
dc.subject.other	SHEAR	en
dc.subject.other	LIQUEFACTION	en
dc.subject.other	STABILITY	en
dc.title	PLANE-STRAIN COMPRESSION EXPERIMENTS ON WATER-SATURATED FINE-GRAINED SAND	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	This Paper presents the results from an experimental study of the pre-failure and post-failure behaviour of water-saturated fine-grained sand in biaxial compression. The experiments were performed in a plane-strain apparatus which allowed a detailed study of bifurcation and post-bifurcation phenomena. Emphasis is given to limiting states, deformation instabilities and failure phenomena (liquefaction and localization). A patterned failure mode is illustrated with X-ray radiographs. Internal fluid flow and rate sensitivity in relation to mathematical stability are also discussed.	en
heal.publisher	THOMAS TELFORD SERVICES LTD	en
heal.journalName	GEOTECHNIQUE	en
dc.identifier.isi	ISI:A1991FF76000004	en
dc.identifier.volume	41	en
dc.identifier.issue	1	en
dc.identifier.spage	49	en
dc.identifier.epage	78	en