In this study the effects of natural and artificial pozzolans on alkali–silica reaction expansion of mortars were investigated by using the accelerated mortar bar test method in accordance with the ASTM C 1260. For this purpose, four natural pozzolans – ignimbrite powder (IG), perlite powder (PE), pumice powder (PU) and zeolite powder (ZE) – were used as cement at replacement levels of 0, 5, 10, 15, 20, 25, 30, 35 and 40% by weight of ordinary Portland cement. Four artificial pozzolans – fly ash (FA), brick powder (BP), silica fume (SF) and aerated concrete powder (AP) – were used at replacement levels of 0, 5, 10, 15, 20 and 25% by weight. The expansions of mortar bars were reduced as the replacement ratios of each natural and artificial pozzolans were increased, with the exception of specimens with a replacement level of 15, 20 and 25% AP. It is determined that at comparable replacement ratios SF is the most effective among the pozzolans used and is followed by PU, ZE, IG, PE, FA, BP and AP respectively.
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April 2013
Research Article|
April 01 2013
Reduction of alkali−silica reaction expansion of mortars by utilisation of pozzolans
H. Süleyman Gökçe;
H. Süleyman Gökçe
Ege University, Engineering Faculty, Department of Civil Engineering, İzmir, Turkey
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Osman Şimşek;
Osman Şimşek
Gazi University, Technology Faculty, Department of Civil Engineering, Ankara, Turkey
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Serdar Korkmaz
Serdar Korkmaz
Ahi Evran University, Kaman Technical and Vocational School of Higher Education, Department of Construction Technology, Kırşehir, Turkey
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Publisher: Emerald Publishing
Revision Received:
July 19 2012
Revision Requested:
October 12 2012
Accepted:
November 08 2012
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2013
Magazine of Concrete Research (2013) 65 (7): 441–447.
Article history
Revision Received:
July 19 2012
Revision Requested:
October 12 2012
Accepted:
November 08 2012
Citation
Gökçe HS, Şimşek O, Korkmaz S (2013), "Reduction of alkali−silica reaction expansion of mortars by utilisation of pozzolans". Magazine of Concrete Research, Vol. 65 No. 7 pp. 441–447, doi: https://doi.org/10.1680/macr.12.00118
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