Modelling stone columns in soft clay

Andreou, P; Papadopoulos, V

dc.contributor.author	Andreou, P	en
dc.contributor.author	Papadopoulos, V	en
dc.date.accessioned	2014-03-01T02:50:33Z
dc.date.available	2014-03-01T02:50:33Z
dc.date.issued	2006	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/35135
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-56149096878&partnerID=40&md5=fbb8d2b1c45304c58e478e4d99a18af0	en
dc.subject.other	Clay minerals	en
dc.subject.other	Columns (structural)	en
dc.subject.other	Number theory	en
dc.subject.other	Numerical methods	en
dc.subject.other	Shear strength	en
dc.subject.other	Applied loads	en
dc.subject.other	Design and constructions	en
dc.subject.other	Finite elements	en
dc.subject.other	Friction angles	en
dc.subject.other	Horizontal displacements	en
dc.subject.other	Parametric investigations	en
dc.subject.other	Soft clays	en
dc.subject.other	Stone columns	en
dc.subject.other	Undrained shear strengths	en
dc.subject.other	Geotechnical engineering	en
dc.title	Modelling stone columns in soft clay	en
heal.type	conferenceItem	en
heal.publicationDate	2006	en
heal.abstract	The main objective of this study is to examine the influence of important factors on the design and construction of stone columns and to conclude some practical results. The parametric investigation of the behavior of a stone column unit cell with the use of finite elements is presented in this study. More specifically, the effects of these factors, applied load in the ground, area replacement factor, friction angle of the gravel and undrained shear strength of the soil, on the horizontal displacements are analyzed. © 2006 Taylor & Francis Group.	en
heal.journalName	Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering	en
dc.identifier.spage	777	en
dc.identifier.epage	780	en