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Test specimens were prepared with 3% and 6% replacement of cement weight with nanosilica and a 10 30% replacement of cement weight with SCBA.
In this case the mixture was stabilized with 3% in cement weight.
Results concerning a calcium aluminate cement paste, Secar71, are presented (water to cement weight ratio: 0.33; duration: 0 24 h).
Fly ash was added of 25% by cement weight in all concrete mixtures.
Results show that average total chloride threshold varies in a range between 1.82 and 2.45 (% cement weight) and between 0.88 and 1.58 (% cement weight) for laboratory and field exposure experiments, respectively.
Also for all groups with increasing fibre content from 2%to4%4% of cement weight, maximum flexural strength increases.
Similar(13)
Results concerning an aluminous cement, Secar 71, are presented (water-to-cement weight ratio: 0.33; duration: 0 24 h).
Each type of concrete sample had a unique mix proportion regulated by varying the water-to-cement weight ratios (w/cm) and fine-to-coarse aggregate weight ratios for normal strength concrete.
RHA was used substituting 0 30% of cement by weight.
Grout mixtures that 15% of mineral admixtures replaced with cement by weight were prepared.
The fly ash was added to replace cement at weight ratios ranging from 30%to70%0%.
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