Abstract
During the last years, several researches have been studying the final disposal of tyres
wastes, due to the great volume generated worldwide, as well as the difficulty for discarding
the disposal sites which become a serious environmental problem. In spite of this, recycling
appears as the best solution for disposing tyres residues, due to its economical and ecological
advantages.
This research carried out to assess the feasibility of using crumb rubber (the product of
shredding used rubber tyres) as a partial sand replacement in foamed concrete, and
investigates the effect of it on some properties of foamed concrete such as, density, water
absorption, compressive strength, tensile strength, flexural strength and impact resistance.
Crumb rubber of tyres ranging from (0.7 to 5mm) in size was used in this research.
Three proportioned mixes were designed in this research, have the same cement content,
water-cement ratio, and foam content. The first mix represents a typical reference formulation
of foamed concrete without crumb rubber (FC). In the others mixes (FCR-1 and FCR-2),
respectively, 20 and 30% of volume of sand were replaced by crumb tyres rubber waste.
Tests carried out to assess the behaviour of final product. The results obtained were
demonstrated decreasing in foamed concrete strength (compressive, tensile, flexural, and
impact) with the increasing of crumb tyres rubber content in the mixture and rubberized
foamed concrete specimens (FCR-1 and FCR-2) show a cohesive behaviour than the
specimens of reference mix (FC), especially in tensile strength. Comparing with the reference
mix (FC), at an age of (28 days), the decreasing of compressive strength was (20.85%) for
(FCR-1) and it for (FCR-2) was (37.76%)
wastes, due to the great volume generated worldwide, as well as the difficulty for discarding
the disposal sites which become a serious environmental problem. In spite of this, recycling
appears as the best solution for disposing tyres residues, due to its economical and ecological
advantages.
This research carried out to assess the feasibility of using crumb rubber (the product of
shredding used rubber tyres) as a partial sand replacement in foamed concrete, and
investigates the effect of it on some properties of foamed concrete such as, density, water
absorption, compressive strength, tensile strength, flexural strength and impact resistance.
Crumb rubber of tyres ranging from (0.7 to 5mm) in size was used in this research.
Three proportioned mixes were designed in this research, have the same cement content,
water-cement ratio, and foam content. The first mix represents a typical reference formulation
of foamed concrete without crumb rubber (FC). In the others mixes (FCR-1 and FCR-2),
respectively, 20 and 30% of volume of sand were replaced by crumb tyres rubber waste.
Tests carried out to assess the behaviour of final product. The results obtained were
demonstrated decreasing in foamed concrete strength (compressive, tensile, flexural, and
impact) with the increasing of crumb tyres rubber content in the mixture and rubberized
foamed concrete specimens (FCR-1 and FCR-2) show a cohesive behaviour than the
specimens of reference mix (FC), especially in tensile strength. Comparing with the reference
mix (FC), at an age of (28 days), the decreasing of compressive strength was (20.85%) for
(FCR-1) and it for (FCR-2) was (37.76%)
Keywords
Foamed concrete
Impact resistance
Mechanical Properties
Tyre rubber
Waste management