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dc.contributor.authorIoannou, Ioannisen
dc.contributor.authorHamilton, Andreaen
dc.contributor.authorHall, Christopheren
dc.creatorIoannou, Ioannisen
dc.creatorHamilton, Andreaen
dc.creatorHall, Christopheren
dc.date.accessioned2019-04-18T06:19:13Z
dc.date.available2019-04-18T06:19:13Z
dc.date.issued2008
dc.identifier.urihttp://gnosis.library.ucy.ac.cy/handle/7/45555
dc.description.abstractAn autoclaved aerated concrete was one of three construction materials used in the round-robin study of hygral properties carried out in the European Commission funded Heat, Air and Moisture Standards Development [HAMSTAD] project (Roels S et al., Journal of Thermal Envelope and Building Science 2004 27 307–325). The material has fine micron-scale matrix porosity generated by the packing of thin tobermorite 11Å platesen
dc.description.abstractand coarse mm-scale aeration pores arising from the foaming of the wet mix. We treat the material as having a strongly bimodal pore size distribution. Capillary absorption does not obey simple t1/2 kinetics. We report here the results of liquid uptake tests using both water and n-decane to investigate the cause of the imbibition behaviour. The transport properties are modelled in a Sharp Front analysis as a parallel combination of absorption into the coarse aeration pores and into the fine matrix pores. The aeration pores have weak capillary suction and absorption into these pores reaches capillary rise equilibrium during the test. The Sharp Front model is applied here for the first time separately to subsets of the total porosity. The matrix sorptivity of the autoclaved aerated concrete studied (density 450 kg m−3, porosity 0.82) is about 0.23 mm min−1/2. "en
dc.sourceCement and Concrete Researchen
dc.subjectMicrostructureen
dc.subjectTransport propertiesen
dc.subjectPore size distributionen
dc.subjectAutoclaved aerated concreteen
dc.titleCapillary absorption of water and n-decane by autoclaved aerated concreteen
dc.typeinfo:eu-repo/semantics/article
dc.identifier.doihttp://dx.doi.org/10.1016/j.cemconres.2008.01.013
dc.description.volume38
dc.description.issue6
dc.description.startingpage766
dc.description.endingpage771
dc.author.facultyΠολυτεχνική Σχολή / Faculty of Engineering
dc.author.departmentΤμήμα Πολιτικών Μηχανικών και Μηχανικών Περιβάλλοντος / Department of Civil and Environmental Engineering
dc.type.uhtypeArticleen
dc.contributor.orcidIoannou, Ioannis [0000-0002-8004-4913]
dc.gnosis.orcid0000-0002-8004-4913


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