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The binding material was cement CEM I 42.5R.
Cement CEM I 42.5 N was used for the investigation.
Two slags, of differing compositions, were combined with a CEM I 52.5 R at 30% replacement.
Class F Çayırhan, fly ash and CEM I 42.5 N cement were used.
Most of the experimental data concern CEM I, CEM II, CEM III cement types, and CEM I additives (fly ash (FA)) with various water to cement (W/C) ratios and tc.
Those pastes consisted mainly of cement (type CEM I 42.5) and specific proportions of one or two fine additives.
The influence of clay composition on the severity of attack due to thaumasite sulfate attack (TSA) on concrete made with CEM I and CEM I blended with 10% Limestone Filler (LF) was investigated.
The mortars were prepared with cement (CEM I 42.5) and calcite aggregate complying the standard 1 3 mix ratio.
The objective of this study is to evaluate the early age hydration mechanisms of accelerated CEM I pastes.
Portland Cement (CEM I 42.5R) was replaced with dolomite up to 40% and blast-furnace slag up to 20%.
Indeed, concretes-based cement CEM II/B 42.5 carbonatent approximately faster than concretes-based cement CEM I 42.5.
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