Capillary absorption of water and n-decane by autoclaved aerated concrete
An 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 200...
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Veröffentlicht in: | Cement and concrete research 2008-06, Vol.38 (6), p.766-771 |
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creator | Ioannou, Ioannis Hamilton, Andrea Hall, Christopher |
description | An 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 plates; and 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
t
1/2 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
. |
doi_str_mv | 10.1016/j.cemconres.2008.01.013 |
format | Article |
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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 plates; and 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
t
1/2 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
.</description><identifier>ISSN: 0008-8846</identifier><identifier>EISSN: 1873-3948</identifier><identifier>DOI: 10.1016/j.cemconres.2008.01.013</identifier><identifier>CODEN: CCNRAI</identifier><language>eng</language><publisher>New York, NY: Elsevier Ltd</publisher><subject>Applied sciences ; Autoclaved aerated concrete ; Buildings. Public works ; Concretes. Mortars. Grouts ; Exact sciences and technology ; Lightweight concretes ; Materials ; Microstructure ; Pore size distribution ; Transport properties</subject><ispartof>Cement and concrete research, 2008-06, Vol.38 (6), p.766-771</ispartof><rights>2008 Elsevier Ltd</rights><rights>2008 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c376t-303bca8e14243e4bd2ac984b31a0441ffc422071666a1c043b1a8986e5d0f9d73</citedby><cites>FETCH-LOGICAL-c376t-303bca8e14243e4bd2ac984b31a0441ffc422071666a1c043b1a8986e5d0f9d73</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.cemconres.2008.01.013$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=20316114$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Ioannou, Ioannis</creatorcontrib><creatorcontrib>Hamilton, Andrea</creatorcontrib><creatorcontrib>Hall, Christopher</creatorcontrib><title>Capillary absorption of water and n-decane by autoclaved aerated concrete</title><title>Cement and concrete research</title><description>An 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 plates; and 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
t
1/2 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
.</description><subject>Applied sciences</subject><subject>Autoclaved aerated concrete</subject><subject>Buildings. Public works</subject><subject>Concretes. Mortars. Grouts</subject><subject>Exact sciences and technology</subject><subject>Lightweight concretes</subject><subject>Materials</subject><subject>Microstructure</subject><subject>Pore size distribution</subject><subject>Transport properties</subject><issn>0008-8846</issn><issn>1873-3948</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqFkFtLAzEQhYMoWC-_wX3Rt625mc0-SvFSKPiiz2F2Mgsp201Ntor_3pQWX4WBYZhv5nAOYzeCzwUX5n49R9pgHBPlueTczrkopU7YTNhG1arV9pTNeNnU1mpzzi5yXpfRSGVnbLmAbRgGSD8VdDmm7RTiWMW--oaJUgWjr8baE8JIVVeY3RRxgC_yFVAqiK-KNCaa6Iqd9TBkuj72S_bx_PS-eK1Xby_LxeOqRtWYqVZcdQiWhJZake68BGyt7pQArrXoe9RS8kYYY0Ag16oTYFtr6MHzvvWNumR3h7_bFD93lCe3CRmpeBgp7rJTsrGtfOAFbA4gpphzot5tU9gUp05wt4_Ord1fdG4fneOilCqXt0cJyAhDn2DEkP_OJVfCCKEL93jgqPj9CpRcxkAjkg-JcHI-hn-1fgHZooiS</recordid><startdate>20080601</startdate><enddate>20080601</enddate><creator>Ioannou, Ioannis</creator><creator>Hamilton, Andrea</creator><creator>Hall, Christopher</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20080601</creationdate><title>Capillary absorption of water and n-decane by autoclaved aerated concrete</title><author>Ioannou, Ioannis ; Hamilton, Andrea ; Hall, Christopher</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c376t-303bca8e14243e4bd2ac984b31a0441ffc422071666a1c043b1a8986e5d0f9d73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Applied sciences</topic><topic>Autoclaved aerated concrete</topic><topic>Buildings. Public works</topic><topic>Concretes. Mortars. Grouts</topic><topic>Exact sciences and technology</topic><topic>Lightweight concretes</topic><topic>Materials</topic><topic>Microstructure</topic><topic>Pore size distribution</topic><topic>Transport properties</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ioannou, Ioannis</creatorcontrib><creatorcontrib>Hamilton, Andrea</creatorcontrib><creatorcontrib>Hall, Christopher</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Cement and concrete research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ioannou, Ioannis</au><au>Hamilton, Andrea</au><au>Hall, Christopher</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Capillary absorption of water and n-decane by autoclaved aerated concrete</atitle><jtitle>Cement and concrete research</jtitle><date>2008-06-01</date><risdate>2008</risdate><volume>38</volume><issue>6</issue><spage>766</spage><epage>771</epage><pages>766-771</pages><issn>0008-8846</issn><eissn>1873-3948</eissn><coden>CCNRAI</coden><abstract>An 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 plates; and 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
t
1/2 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
.</abstract><cop>New York, NY</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.cemconres.2008.01.013</doi><tpages>6</tpages></addata></record> |
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source | Elsevier ScienceDirect Journals Complete |
subjects | Applied sciences Autoclaved aerated concrete Buildings. Public works Concretes. Mortars. Grouts Exact sciences and technology Lightweight concretes Materials Microstructure Pore size distribution Transport properties |
title | Capillary absorption of water and n-decane by autoclaved aerated concrete |
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