Title of article :
A study on partially used recycled coarse aggregate cement concrete
Author/Authors :
prasada rao, d.v. department of civil engineering, sri venkateswara university college of engineering, India , madhavia, m. department of civil engineering, sri venkateswara university college of engineering, India
Abstract :
The use of recycled coarse aggregate (RCA) is replacing the natural coarse aggregate (NCA) in the concrete construction and has become popular to answer many environmental problems caused by the large volumes of construction and demolition waste (CADW). This paper presents the experimental results of mechanical properties of RCA concrete and compared with NCA concrete. Recycled coarse aggregate was obtained from crushed laboratory concrete specimens. Three grades of concrete M 20, M 25 and M 30 were produced with 50% and 75% of RCA. RCA concrete has compressive strength comparable to NCA concrete. RCA concrete has low modulus of elasticity compared to NCA concrete. This is mainly due to the attached mortar on the surface of RCA and highly angular nature of RCA leads to poor quality of coarse aggregate. In rapid chloride permeability test (RCPT), the chloride penetrating rate is moderateÓ for the grade of concrete. From the results, it can be concluded that RCA can be recommended as structural concrete.
Keywords :
Compressive strength , Modulus of elasticity , Natural coarse aggregate , Rapid chloride permeability test , Recycled coarse aggregate
Journal title :
Asian Journal of Civil Engineering (Building and Housing)
Journal title :
Asian Journal of Civil Engineering (Building and Housing)