Strength development in autoclaved blends made with OPC and clay-brick waste

Gutovic, M; Klimesch, DS; Ray, A

Strength development in autoclaved blends made with OPC and clay-brick waste

Gutovic, M Klimesch, DS Ray, A

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Publication Type:: Journal Article
Citation:: Construction and Building Materials, 2005, 19 (5), pp. 353 - 358
Issue Date:: 2005-06-01

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Field	Value	Language
dc.contributor.author	Gutovic, M	en_US
dc.contributor.author	Klimesch, DS	en_US
dc.contributor.author	Ray, A	en_US
dc.date.issued	2005-06-01	en_US
dc.identifier.citation	Construction and Building Materials, 2005, 19 (5), pp. 353 - 358	en_US
dc.identifier.issn	0950-0618	en_US
dc.identifier.uri	http://hdl.handle.net/10453/4259
dc.description.abstract	This article reports findings on the strength development of autoclaved OPC-clay-brick blends, where a variety of clay-brick types were used. The strength variations are explained in terms of differences in chemical and mineralogical properties of clay-brick as well as the phases formed during autoclaving. An overall increase in strength was characteristic for 30-60 mass% for all clay-brick type additions. The optimum compressive strengths were achieved at 50 mass% clay-brick additions, where highly crystalline 1.1 nm tobermorite coexisted with "fibrous C-S-H". © 2004 Elsevier Ltd. All rights reserved.	en_US
dc.relation	http://purl.org/au-research/grants/arc/DP0211950
dc.relation.ispartof	Construction and Building Materials	en_US
dc.relation.isbasedon	10.1016/j.conbuildmat.2004.08.004	en_US
dc.subject.classification	Building & Construction	en_US
dc.title	Strength development in autoclaved blends made with OPC and clay-brick waste	en_US
dc.type	Journal Article
utslib.citation.volume	5	en_US
utslib.citation.volume	19	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	1202 Building	en_US
dc.location.activity	Auckland
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Faculty of Science
pubs.organisational-group	/University of Technology Sydney/Faculty of Science/School of Mathematical and Physical Sciences
utslib.copyright.status	closed_access
pubs.issue	5	en_US
pubs.publication-status	Published	en_US
pubs.volume	19	en_US

Abstract:

This article reports findings on the strength development of autoclaved OPC-clay-brick blends, where a variety of clay-brick types were used. The strength variations are explained in terms of differences in chemical and mineralogical properties of clay-brick as well as the phases formed during autoclaving. An overall increase in strength was characteristic for 30-60 mass% for all clay-brick type additions. The optimum compressive strengths were achieved at 50 mass% clay-brick additions, where highly crystalline 1.1 nm tobermorite coexisted with "fibrous C-S-H". © 2004 Elsevier Ltd. All rights reserved.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/4259