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Advances in Civil Engineering
/
2014
/
Article
/
Tab 7
/
Research Article
Self-Compacting Concrete Incorporating Micro-
and Acrylic Polymer
Table 7
Decrease in compressive strength.
Curing day
Decrease of compressive strength of samples
compared with control sample in %
CA0.5
CA1
CA1.5
CA2
7 days
6.62
4.33
33.37
33.76
28 days
19.34
41.66
53.83
84.37
56 days
23.93
24.21
24.77
25.77
90 days
17.6
30.67
35.17
35.39