The Influence of the Addition of Fibers on Properties of Self-Compacting Concrete Produced with Recycled Coarse Aggregate
Pagidipalli Siddu Hussain1, Kode Venkata Ramesh2, Malasani Potharaju3

1Pagidipalli Siddu Hussain, M.Tech Student, Civil Engineering Department, GITAM (Deemed to be University), Visakhapatnam-530045, Andhra Pradesh, India.
2Kode Venkata Ramesh, Professor and Head in Civil Engineering Department, GITAM (Deemed to be University), Visakhapatnam-530045, Andhra Pradesh, India.
3Malasani Potharaju, Professor in Civil Engineering Department, GITAM (Deemed to be University), Visakhapatnam-530045, Andhra Pradesh, India.

Manuscript received on 13 August 2019. | Revised Manuscript received on 18 August 2019. | Manuscript published on 30 September 2019. | PP: 5140-5146 | Volume-8 Issue-3 September 2019 | Retrieval Number: C5748098319/2019©BEIESP | DOI: 10.35940/ijrte.C5748.098319
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: All over the world, wide amount of demolishing waste is being generated posing lot of environmental issues. To address these issues, Self-Compacting Concrete (SCC) was made by replacing cement partially with mineral admixtures and NCA with RCA. The fresh and hardened properties for M30 grade of SCC made with NCA and RCA were evaluated. Cement in SCC was recouped partly with 30% Fly Ash, 20% GGBS by weight of the cement. Polypropylene fibers at 0.1% were added to study their influencing nature on the hardened state and fresh state properties of the SCC mix. Four sequences of SCC mixes of M30 were prepared by substituting the NCA with RCA at 25%, 50%, 75% and 100% derived from the dismantled concrete waste of M30 parent grade. SCC produced with the RCA up to 50% and with 0.1% addition of Fibers demonstrated comparable performance as that of SCC with NCA.
Keywords: Fresh State Properties, Self-Compacting Concrete; Fly Ash; GGBS; Polypropylene Fibers; Normal Aggregate; Recycled Coarse Aggregate.

Scope of the Article:
Properties and Mechanics of Concrete