Performance of Recycled Aggregate in Pervious Concrete
N. Venkata Ramana1, Siddu Shivaraj Dana2, K.Yuva Pallavi3

1N.Venkata Ramana*, Civil Department, VTU PG Center, Kalaburagi,Karnataka, India.
2Siddu Shivaraj Dana, P.G Student, Highway Technology Department VTU PG Center, Regional Office Kalaburagi, Karnataka, India.
3K.Yuva Pallavi, Ph.D Research Scholar, JNTUA, Anantapuramu, Andhra Pradesh, India.

Manuscript received on October 17, 2019. | Revised Manuscript received on 25 October, 2019. | Manuscript published on November 10, 2019. | PP: 233-238 | Volume-9 Issue-1, November 2019. | Retrieval Number: A4003119119/2019©BEIESP | DOI: 10.35940/ijitee.A4003.119119
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Abstract: Pervious concrete can be noticed as a gap-graded concrete. This type of concrete treats a new way to control or manage of storm water. The pervious concrete is important to address bionomical issues and confirmable growth. In beside, demand for aggregate to producing concrete is still high while natural resources are reducing. In this connection at attempts has been made for utilization of recycled aggregate in the concrete mix, by replace the natural coarse aggregate in the ratio of 0, 25, 50, 75 and 100%. To obtain the behavior of pervious concrete compressive, split and bearing strength are evaluated. In the addition to those strengths, coefficient of permeability also found. In this experimental work total five mixes are taken to evaluate strengths. A regression model has developed to assess the split tensile strength and ANSYS software has been used to know the stress and strain variation for the cube specimens. From experimental work, it is noticed that, the pervious concrete with recycled aggregate is viable for pavement works.
Keywords: Recycled aggregate (RA), Pervious concrete, Compressive Strength, Split Tensile Strength, Bearing Strength and ANSYS Software
Scope of the Article: Concrete Structures