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A total of 19 concrete mixtures were designed by replacing the fine and coarse aggregates with crumb rubber and tire chips, respectively, at designated replacement levels of 0%, 5 %, 10 %, 15 %, 20 %, 25d 30%and30%tal aggregate volume.
Twenty concrete mixtures were designed.
Two different rubberized concrete mixtures were designed.
The mixtures were designed by a maximum density method.
Totally 16 self-compacting mortar mixtures were designed and produced.
In this study, six different cement based mixtures were designed.
Twenty concrete mixtures were designed using the Box Wilson central composite design (CCD) method (Schmidt and Launsby 1994).
In order to investigate LWA and SAP in relation to internal water curing a total of eight mixtures were designed.
The mixtures were designed to have differing configurations at C3, but proved to be identical.
All mixtures were designed according to ACI 211.3R and prepared for testing.
Cement pastes and mortar mixtures were designed as single ingredient, binary and ternary systems.
More suggestions(15)
blends were designed
preparations were designed
components were designed
preparation were designed
mixtures were cast
mixtures were annealed
mixtures were sonicated
mixtures were maintained
mixtures were considered
mixtures were incubated
mixtures were divided
mixtures were agitated
mixtures were diluted
mixtures were injected
mixtures were allowed
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