The effect of cement substitution by limestone filler on the steady and transitory rheological behaviours of a fresh self-compacting cement paste has been studied. An absolute rheometer has been used to measure rheological parameters. Whereas a small proportion of limestone filler (< 3% w/w) favours the self-compacting behaviour, higher concentrations of this additive modify the system to convert it into a conventional paste. The thixotropy study has been made just after contact of the cement with water during the first 10 min. The cement hydration masks the reversible effects when the tests last more than this time limit. An exponential growth fits the evolution with time of the structure built at rest. The microstructure build-up rate parameter does not show dependence with the limestone filler concentration. The microstructure break-down rate parameter slightly increases with the limestone filler concentration.
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October 2013
Research Article|
October 01 2013
Limestone filler/cement ratio effect on the flow behaviour of a SCC cement paste
Francisco José Rubio-Hernández;
Francisco José Rubio-Hernández
Professor, Department of Applied Physics II, University of Malaga, Spain
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Juan Manuel Morales-Alcalde;
Juan Manuel Morales-Alcalde
Engineer, Department of Applied Physics II, University of Malaga, Spain
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Ana Isabel Gómez-Merino
Ana Isabel Gómez-Merino
Doctor, Department of Applied Physics II, University of Malaga, Spain
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Publisher: Emerald Publishing
Revision Received:
April 30 2012
Revision Requested:
July 17 2012
Accepted:
September 18 2012
Online ISSN: 1751-7605
Print ISSN: 0951-7197
ICE Publishing: All rights reserved
2013
Advances in Cement Research (2013) 25 (5): 262–272.
Article history
Revision Received:
April 30 2012
Revision Requested:
July 17 2012
Accepted:
September 18 2012
Citation
Rubio-Hernández FJ, Morales-Alcalde JM, Gómez-Merino AI (2013), "Limestone filler/cement ratio effect on the flow behaviour of a SCC cement paste". Advances in Cement Research, Vol. 25 No. 5 pp. 262–272, doi: https://doi.org/10.1680/adcr.12.00027
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