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Grouts with improved durability for masonry consolidation

dc.contributor.authorBaltazar, Luis G.
dc.contributor.authorHenriques, Fernando M. A.
dc.contributor.authorCidade, Maria T.
dc.contributor.institutionDEC - Departamento de Engenharia Civil
dc.contributor.institutionDCM - Departamento de Ciência dos Materiais
dc.contributor.institutionCENIMAT-i3N - Centro de Investigação de Materiais (Lab. Associado I3N)
dc.contributor.pblTrans Tech Publications
dc.date.accessioned2026-01-16T14:25:22Z
dc.date.available2026-01-16T14:25:22Z
dc.date.issued2017-07
dc.description.abstractMulti-leaf stone masonry walls are among the most vulnerable elements of historic constructions. Grout injection is a common and efficient technique to consolidate such masonries. It consists of introducing a grout into the masonry inner core in order to upgrading the cohesion of the wall by ensuring the transversal bond between the external leaves and improving its monolithic behaviour. Notwithstanding, the recrystallization of salts due to changes in moisture content causes several damages in these masonries, even after the consolidation intervention. This paper aims to assess the potential use of linseed oil in natural hydraulic lime-based grouts to mitigate the water penetration and therefore the damages from salts crystallization. Linseed oil was used in former times as an additive for mortars in order to grant hydrophobicity. In this study several properties of the grouts were evaluated: rheology, mechanical strength, water absorption, adhesion and durability assessed by testing the resistance to sodium chloride. Moreover, this paper also analyses the correlation between non-standard specimens (with reduced size) and standard specimens (40 × 40 × 160 mm3). The experimental results revealed that the grouts durability and water transport are significantly improved with added linseed oil. It was also possible to observe a small reduction in mechanical resistance with the presence of linseed oil; however, acceptable strength values to promote an appropriate consolidation were ensured. Furthermore, the reduced size specimens revealed to be a viable alternative to the standard ones.en
dc.description.versionpublished
dc.format.extent8
dc.format.extent2646705
dc.identifier.doi10.4028/www.scientific.net/KEM.747.480
dc.identifier.issn1013-9826
dc.identifier.otherPURE: 12899460
dc.identifier.otherPURE UUID: 54f77641-b42a-404a-b64f-2937125bc0cc
dc.identifier.otherScopus: 85027036378
dc.identifier.urihttp://hdl.handle.net/10362/199311
dc.identifier.urlhttps://www.scopus.com/pages/publications/85027036378
dc.language.isoeng
dc.peerreviewedyes
dc.subjectGrout
dc.subjectHydraulic lime
dc.subjectHydrophobic
dc.subjectLinseed oil
dc.subjectStone masonry
dc.subjectGeneral Materials Science
dc.subjectMechanics of Materials
dc.subjectMechanical Engineering
dc.titleGrouts with improved durability for masonry consolidationen
dc.title.subtitlean experimental study with non-standard specimensen
dc.typejournal article
degois.publication.firstPage480
degois.publication.lastPage487
degois.publication.titleKey Engineering Materials
degois.publication.volume747 KEM
dspace.entity.typePublication
rcaap.rightsrestrictedAccess

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