Abstract
Although many researchers have done many studies on recycled aggregate
concrete, information is very little about the influence of utilizing recycled
aggregate in the production of reactive powder concrete. Experimental
work was executed to investigate the influence of utilizing recycled
concrete as fine aggregate in reactive powder concrete. Five different
mixes were prepared, the first mix, or control mix, was prepared with
natural sand, four additional mixes were prepared with different
percentage of substitution of fine aggregates(20%,40%,60%, and 80%).
The investigation was carried out using compressive strength test, direct
tensile strength test and flexural strength test, and two methods of curing
were used standard curing at 20 °C and steam curing at 90°C. the results
indicated that the strength decreases with increased the percentage of
recycled fine aggregate, and the best percentage was 40% replacement
where the percentages of decrease at this percentage at 28-day steam
curing were 2.46, 6.66, and 2.14 for compressive strength, flexural
strength, and direct tensile strength respectively
concrete, information is very little about the influence of utilizing recycled
aggregate in the production of reactive powder concrete. Experimental
work was executed to investigate the influence of utilizing recycled
concrete as fine aggregate in reactive powder concrete. Five different
mixes were prepared, the first mix, or control mix, was prepared with
natural sand, four additional mixes were prepared with different
percentage of substitution of fine aggregates(20%,40%,60%, and 80%).
The investigation was carried out using compressive strength test, direct
tensile strength test and flexural strength test, and two methods of curing
were used standard curing at 20 °C and steam curing at 90°C. the results
indicated that the strength decreases with increased the percentage of
recycled fine aggregate, and the best percentage was 40% replacement
where the percentages of decrease at this percentage at 28-day steam
curing were 2.46, 6.66, and 2.14 for compressive strength, flexural
strength, and direct tensile strength respectively
Keywords
compressive strength
direct tensile strength
flexural strength
local waste.
Recycled Reactive Powder Concrete
sustainable construction