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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Coakley, Eoin
Coventry University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (7/7 displayed)
- 2021Incorporation of a nanotechnology-based product in cementitious binders for sustainable mitigation of sulphate-induced heaving of stabilised soilscitations
- 2018Finite Element Analysis of the Flexural behaviour of Steel-Reinforced GEM-TECH Cementitious Materialcitations
- 2017Effect of grinding on early age performance of High Volume Fly Ash ternary blended pastes with CKD & OPCcitations
- 2014Optimizing paste proportions to enhance early age strength of high volume fly ash (HVFA) concrete.
- 2013Ultimate strength of continuous beams with exposed reinforcementcitations
- 2009Behaviour of continuous reinforced concrete beams during the patch repair process
- 2008Behaviour of continuous beams during repair breakout.
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article
Effect of grinding on early age performance of High Volume Fly Ash ternary blended pastes with CKD & OPC
Abstract
This study investigated setting times and early age compressive strength of the high volume fly ash (HVFA) blended pastes prepared with ground materials. The pastes consisted of 60% Fly Ash + 30% Portland cement (CEM I) + 10% cement kiln dust (CKD) and tests were carried out for four different fly ashes. In phase 1, all the constituent binder materials (class F-fly ash, CEMI and CKD) were initially mixed in the relevant proportions and were ground for varying time periods (1, 2 and 4 hours). In phase 2, the CEM I and CKD were mixed and ground for different time periods (1 and 2 hours) and then added to the unground fly ash. Both wrapped and submerged curing were used for compressive strength test samples. Overall, grinding of constituents appeared to be largely ineffective at increasing 2 day compressive strength although strength enhancements at 28 days were generally observed. Paste samples that were made from interground constituents generally achieved higher 28 day strengths than corresponding pastes where only the activators were ground, although this was not consistent throughout so further investigation is suggested in this area. Submerged curing is generally less effective in increasing compressive strength than wrapped curing as leaching of CKD is suspected to have occurred.<br/><br/>Publisher Statement: NOTICE: this is the author’s version of a work that was accepted for publication in Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Construction and Building Materials, [136, (2017)] DOI: 10.1016/j.conbuildmat.2017.01.044<br/><br/>© 2017, Elsevier. Licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/