A mathematical model for the prediction of cement strength

Tsivilis, S; Parissakis, G

dc.contributor.author	Tsivilis, S	en
dc.contributor.author	Parissakis, G	en
dc.date.accessioned	2014-03-01T01:10:35Z
dc.date.available	2014-03-01T01:10:35Z
dc.date.issued	1995	en
dc.identifier.issn	0008-8846	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11415
dc.subject	Compressive Strength	en
dc.subject	Mathematical Model	en
dc.subject	Portland Cement	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Materials Science, Multidisciplinary	en
dc.subject.other	Compression testing	en
dc.subject.other	Compressive strength	en
dc.subject.other	Forecasting	en
dc.subject.other	Mathematical models	en
dc.subject.other	Mineralogy	en
dc.subject.other	Particle size analysis	en
dc.subject.other	Synthesis (chemical)	en
dc.subject.other	Chemical mineralogical synthesis	en
dc.subject.other	Fineness factor	en
dc.subject.other	Portland cement	en
dc.title	A mathematical model for the prediction of cement strength	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0008-8846(94)00106-9	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0008-8846(94)00106-9	en
heal.language	English	en
heal.publicationDate	1995	en
heal.abstract	In this paper a mathematical model for the prediction of Portland cement compressive strength after 2, 7 and 28 days is developed and the importance of chemical-mineralogical and fineness factors is pointed out. It is shown that the fineness is the predominant factor affecting the early strength while the chemical and mineralogical synthesis of the cement contribute to the strength development after 7 and 28 days. The 28 day strength of the cement is significantly affected by the distribution of the material in the size fractions <3 mu m, 3-16 mu m, 16-24 mu m and 24-32 mu m.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Cement and Concrete Research	en
dc.identifier.doi	10.1016/0008-8846(94)00106-9	en
dc.identifier.isi	ISI:A1995QG06700003	en
dc.identifier.volume	25	en
dc.identifier.issue	1	en
dc.identifier.spage	9	en
dc.identifier.epage	14	en