NUMERICAL ANALYSIS OF GEO-STRUCTURES IN A LIQUEFACTION REGIME

ANDRIANOPOULOS, K; PAPADIMITRIOU, A; BOUCKOVALAS, G

dc.contributor.author	ANDRIANOPOULOS, K	en
dc.contributor.author	PAPADIMITRIOU, A	en
dc.contributor.author	BOUCKOVALAS, G	en
dc.date.accessioned	2014-03-01T01:55:08Z
dc.date.available	2014-03-01T01:55:08Z
dc.date.issued	2006	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/27617
dc.relation.uri	http://users.civil.ntua.gr/gbouck/agp/Conferences/Numerical_analysis_of_geostructures_in_a_liquefaction_regime.pdf	en
dc.relation.uri	http://users.civil.ntua.gr/gbouck/downfiles/Numerical_analysis_of_geostructures_in_a_liquefaction_regime.pdf	en
dc.subject	Boundary Value Problem	en
dc.subject	Finite Difference	en
dc.subject	Model Test	en
dc.subject	Numerical Analysis	en
dc.subject	Surface Model	en
dc.title	NUMERICAL ANALYSIS OF GEO-STRUCTURES IN A LIQUEFACTION REGIME	en
heal.type	journalArticle	en
heal.publicationDate	2006	en
heal.abstract	SUMMARY A new numerical methodology is presented for the simulation of the non cohesive soil response under small, medium and large cyclic strains, with special interest given to liquefaction phenomena. The new methodology is based on a recently proposed elastoplastic Bounding Surface model, which has been implemented to the finite difference code FLAC, via its User-Defined- Model capability. The new	en