Article
A simple mix design method for self-compacting concrete
Department of Construction Engineering, National Yunlin University of Science and Technology, Touliu, Yunlin 640, Taiwan; Department of Chemistry, National Taiwan Normal University, Taipei 116, Taiwan; Department of Civil Engineering, Nanya Institute of Technology, Chung-li 320, Taiwan
Cement and Concrete Research
DOI:10.1016/S0008-8846(01)00566-X
pp.1799-1807
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Article: Investigations about the influence of fine additives on the viscosity of cement paste for self-compacting concrete
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ABSTRACT: In this work, the effect of fine additives (limestone, silica fume, fly ash, pozzolan, nano-silica fume) on the plastic viscosity of cement paste is being investigated. Towards this direction, twenty-four samples were designed and produced. Those pastes consisted mainly of cement (type CEM I 42.5) and specific proportions of one or two fine additives. Plastic viscosity and yield stress were measured, as well as micro-structure of selected 28-days hardened samples was studied through means of mercury porosimetry. Results showed that limestone (40%) can improve the rheological behavior of cement pastes, and the synergy of limestone (20%) and fly ash (20%) can lead to higher packing density. Cement pastes that combine those two characteristics, could serve as the base for self-compacting concrete (SCC) production.Construction and Building Materials 24(8):1518-1522. · 1.83 Impact Factor
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Keywords
aggregates
compressive strength tests
desired SCC properties
dosage
Japanese Ready-Mixed Concrete Association
L-flow
major factors influencing
new mix design method
paste
SCC
self-compacting ability
Slump flow
smaller amount
SP
U-box
voids