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International Journal of Polymer Science
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International Journal of Polymer Science
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2015
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Article
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Tab 4
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Research Article
Development of Ecoefficient Engineered Cementitious Composites Using Supplementary Cementitious Materials as a Binder and Bottom Ash Aggregate as Fine Aggregate
Table 4
Test results of slump cone and self-consolidation test of all ECC mixtures.
Mixture designation
Slump cone test
Self-consolidation test
(mm)
(mm)
FI (Γ)
(mm)
(mm)
Reference ECC
655
650
9.6
157
400
0.78
ECC-FA
660
655
9.8
160
400
0.80
ECC-SL
690
685
10.8
180
400
0.90
ECC-FASL
680
670
10.4
174
400
0.87
ECC-FASL-BA10%
620
610
8.4
150
400
0.75
ECC-FASL-BA20%
615
610
8.3
150
400
0.75
ECC-FASL-BA30%
595
590
7.8
140
400
0.70