The influence of the type of loading and temperature on the modulus of elasticity of cement-bound mixes of milled bituminous concrete and crushed aggregates

Kolias, S

dc.contributor.author	Kolias, S	en
dc.date.accessioned	2014-03-01T01:12:23Z
dc.date.available	2014-03-01T01:12:23Z
dc.date.issued	1996	en
dc.identifier.issn	1359-5997	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/12089
dc.subject	Modulus of Elasticity	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.classification	Materials Science, Multidisciplinary	en
dc.title	The influence of the type of loading and temperature on the modulus of elasticity of cement-bound mixes of milled bituminous concrete and crushed aggregates	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF02485954	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF02485954	en
heal.language	English	en
heal.publicationDate	1996	en
heal.abstract	Combinations in various proportions of milled bituminous concrete and crushed limestone aggregates were mixed in the laboratory with 5% by mass cement and 5% by mass water to simulate some of the materials that can be obtained when mix-in-place recycling with cement is used. The influence of the temperature and of the type of loading (different rates of stress application of ramp loading and different frequencies of sinusoidal loading) on the modulus of elasticity is examined. It is concluded that as the milled bituminous concrete content in the mix is increased, both the temperature and the rate of stress application increasingly influence the results, and this should be taken into consideration when specifying or designing pavements incorporating cement-bound materials of this type.	en
heal.publisher	R I L E M PUBLICATIONS	en
heal.journalName	Materials and Structures/Materiaux et Constructions	en
dc.identifier.doi	10.1007/BF02485954	en
dc.identifier.isi	ISI:000168854700004	en
dc.identifier.volume	29	en
dc.identifier.issue	193	en
dc.identifier.spage	543	en
dc.identifier.epage	551	en