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The results show significant improvement of 15%and25%5% in the fatigue performance of SCRC and Steel Fiber Reinforced SCRC (SFRSCRC) when compared to Self Compacting Concrete (SCC).
Several studies have also focussed on self-compacting rubberised concrete (SCRC).
This research focuses on studying the fresh state behaviour of self-compacting recycled concrete (SCRC) using rheology as a fundamental tool.
The replacement of natural aggregates in SCC with those of rubber aggregates from waste tyre develops into what is referred to as self-compacting rubberised concrete (SCRC).
This work is focused on assessing the thixotropy of self-compacting recycled concrete (SCRC) and on evaluating the interlayer bond strength.
This study was conducted to evaluate the impact resistance and mechanical properties of self-consolidating rubberized concrete (SCRC) mixtures reinforced with synthetic fibers (SFs).
To achieve this goal, we conducted a three-year experiment with a high-yielding Bt cotton cultivar (SCRC 28) in a moderately saline (ECe = 11 dS/m) field, using a split-plot design in the Yellow River Delta of China.
This investigation was carried out to evaluate the effect of using silica fume on the development and optimization of self-consolidating rubberized concrete (SCRC).
An only suitable type of self-compacting recycled concrete (SCRC) for all applications does not exist, as happens with conventional self-compacting concrete (SCC).
We have not observed any phenotypic differences between any of the scrC- alleles and scrC + apart from crzAΔ suppression.
To confirm that these mutations in scrC were responsible for the suppression of crzAΔ, the coding region of scrC was deleted.
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