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Fly ash (F) and ground granulated blast-furnace slag (GGBFS) as mineral admixture were used to replace 25% Portland cement.
Colloidal properties of the water bentonite admixture were investigated by adsorption and zeta potential experiments, and a possible mechanism was proposed.
The compressive strength of the cementitious materials with the admixture, and the photocatalytic activity of the admixture and white cement with admixture were also studied.
Four different amounts of this admixture were mixed with the tested soils and then examined for compressive strength, tensile strength, CBR, volume change and capillary rise.
For the purpose of controlling matrix flowability, different dosages of HRWR admixture were introduced to a matrix with fly ash/cement weight ratio of 2.8 and water/cementitious material weight ratio of 0.23.
For this purpose twelve aggregate proportions with three different cement contents (450, 500 and 550), three different water-to-cement ratios (0.35, 0.4 and 0.45) and either poly-carboxylate based super-plasticizer as admixture were used.
Similar(18)
In other words, admixture is everywhere.
No chemical admixture was used in the concrete mixes.
Potential use of borogypsum as a concrete admixture is discussed.
Doping by copper admixture was carried out from copper chloride CuCl directly during synthesis process.
A high level of admixture is characteristic of a majority of ORSC gene bank accessions.
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