Three-leaf masonry in compression, before and after grouting: A review of literature

Vintzileou, E

dc.contributor.author	Vintzileou, E	en
dc.date.accessioned	2014-03-01T01:37:28Z
dc.date.available	2014-03-01T01:37:28Z
dc.date.issued	2011	en
dc.identifier.issn	1558-3058	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/21513
dc.subject	compressive strength	en
dc.subject	grouting	en
dc.subject	hydraulic lime-based grout	en
dc.subject	ternary grout	en
dc.subject	three-leaf masonry	en
dc.subject.other	WALLS	en
dc.title	Three-leaf masonry in compression, before and after grouting: A review of literature	en
heal.type	journalArticle	en
heal.identifier.primary	10.1080/15583058.2011.557137	en
heal.identifier.secondary	http://dx.doi.org/10.1080/15583058.2011.557137	en
heal.language	English	en
heal.publicationDate	2011	en
heal.abstract	This article summarizes the available experimental results related to the behavior of three-leaf masonry: The behavior and the failure mechanism of this type of masonry under compression is studied. The effect of the mechanical properties of ternary and hydraulic lime-based grout on the mechanical properties of masonry in compression is investigated. Simple formulae are proposed for the estimation of the compressive strength of three-leaf masonry after grouting. Copyright © Taylor & Francis Group, LLC.	en
heal.publisher	TAYLOR & FRANCIS INC	en
heal.journalName	International Journal of Architectural Heritage	en
dc.identifier.doi	10.1080/15583058.2011.557137	en
dc.identifier.isi	ISI:000291495600009	en
dc.identifier.volume	5	en
dc.identifier.issue	4-5	en
dc.identifier.spage	513	en
dc.identifier.epage	538	en