Fresh properties of HPSCC containing SRA and expansive admixtures

Abstract

Shrinkage-reducing admixture (SRA) and expansive admixture (EXA) were used in high performance selfcompacting
concrete (HPSCC) to mitigate autogenous shrinkage. In order to evaluate the fresh properties of
concretes, the rheological parameters were determined in a ICAR rheometer at 10, 25, 40, 60 and 90 min.
The flow behavior of the mixtures was described by Bingham, Herschel-Bulkley, and modified Bingham
models. Slump flow test, V-funnel test and J-Ring test were also carried out at 10 min. Slump flow test was
performed also after 90 min of mixing. The test results showed that, at 10 minutes, all mixtures had similar
performances, independently of the SRA and EXA contents. However, the slump flow test shows a reduction
of up to 24% of its diameter at 90 min for mixtures with EXA. Mixtures with EXA revealed a gradual increase
in dynamic yield stress with elapsed time. In contrast, concretes with SRA exhibited less variation in
its rheological properties. Statistical analysis (ANOVA) showed that, regardless of the rheological model
adopted, the admixture content was not a significant factor for the yield stress, while the type of admixture
and the time of testing greatly influenced the concretes rheological response.
Keywords: Shrinkage-reducing admixture (SRA), expansive admixture (EXA), rheological behavior, high
performance self-compacting concrete.