Deformation parameters for pile settlement

Christoulas, S; Frank, R

dc.contributor.author	Christoulas, S	en
dc.contributor.author	Frank, R	en
dc.date.accessioned	2014-03-01T02:48:00Z
dc.date.available	2014-03-01T02:48:00Z
dc.date.issued	1991	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33497
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0025750215&partnerID=40&md5=cb8d130a3255d4e918863dbdb3b63d29	en
dc.subject.other	Elasticity--Theory	en
dc.subject.other	Mathematical Techniques--Numerical Methods	en
dc.subject.other	Piles--Bearing Capacity	en
dc.subject.other	Soil Mechanics--Mathematical Models	en
dc.subject.other	Elastic Pile Foundation Analysis	en
dc.subject.other	Load Transfer Method	en
dc.subject.other	Pile Settlement Prediction	en
dc.subject.other	Soil Deformation Parameters	en
dc.subject.other	Foundations	en
dc.title	Deformation parameters for pile settlement	en
heal.type	conferenceItem	en
heal.publicationDate	1991	en
heal.abstract	The aim of this paper is to present a load transfer method and an elastic method for the settlement prediction of piles. The proposed methods when compared with some pile load tests, show their field of application and their validity. In particular, the load transfer method based on prebored hole pressuremeter test results is well suited for design purposes, while the elastic method of Poulos and Davis with the proposed correlations with SPT, CPT and PMT results is sufficient for preliminary design purposes.	en
heal.publisher	Publ by A.A. Balkema, Rotterdam, Netherlands	en
heal.journalName	Proceedings of the International Conference on Soil Mechanics and Foundation Engineering	en
dc.identifier.volume	1	en
dc.identifier.spage	373	en
dc.identifier.epage	376	en