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dc.contributor.authorZhang, Lei
dc.contributor.authorYang, Liu
dc.contributor.authorJelle, Bjørn Petter
dc.contributor.authorWang, Yu
dc.contributor.authorGustavsen, Arild
dc.date.accessioned2017-12-19T16:09:19Z
dc.date.available2017-12-19T16:09:19Z
dc.date.created2017-11-30T00:21:18Z
dc.date.issued2018
dc.identifier.citationConstruction and Building Materials. 2018, 162, 576-583.nb_NO
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/11250/2473088
dc.description.abstractThe present study investigates the relationship between bulk density and hygrothermal behaviour of compressed earthen bricks. The experimental results show that the thermal conductivity linearly increases from 0.5228 W/(m K) to 0.9308 W/(m K) as the bulk density increases, and that the equilibrium moisture content increases with increasing relative humidity. Hysteresis effects are observed. When relative humidity changes, compressed earthen bricks usually reach an equilibrium in four days and it means compressed earthen bricks can be used to regulate indoor relative humidity. The hysteresis values of compressed earthen bricks with different bulk densities are close to each other, especially low relative humidity, as the results of Brunauer-Emmett-Teller (BET) show that samples with different bulk densities have similar porous structure including specific surface area (15.5008–16.2091 m2/g), micropore volume (0.000867–0.001221 cm3/g) and mesopore volume (0.030785–0.032239 cm3/g). Moreover, the hysteresis loops in this study belong to the type H3 hysteresis loops which indicate that there are some slitlike pores inside the matrix.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleHygrothermal Properties of Compressed Earthen Bricksnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber576-583nb_NO
dc.source.volume162nb_NO
dc.source.journalConstruction and Building Materialsnb_NO
dc.identifier.doi10.1016/j.conbuildmat.2017.11.163
dc.identifier.cristin1520568
dc.relation.projectNorges forskningsråd: 245963nb_NO
dc.relation.projectNorges forskningsråd: 263919nb_NO
dc.description.localcode© 2017 Elsevier Ltd. All rights reserved. This is the authors' accepted and refereed manuscript to the article, locked until 15 December 2019 due to copyright restrictions.nb_NO
cristin.unitcode194,64,91,0
cristin.unitcode194,61,50,0
cristin.unitcode194,61,55,0
cristin.unitnameInstitutt for bygg- og miljøteknikk
cristin.unitnameInstitutt for arkitektur og planlegging
cristin.unitnameInstitutt for arkitektur og teknologi
cristin.ispublishedfalse
cristin.fulltextoriginal
cristin.fulltextpostprint
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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