high performance concrete using quarry dust as fine aggregate

V.Priyadharshini,A.Krishnamoorthi

Published in International Journal of Advanced Research in Civil,Structural,Environmental and Infrastructure Engineering and Developing

ISSN: 2320-723X          Impact Factor:1.7         Volume:2         Issue:2         Year: 01 June,2014         Pages:78-84

International Journal of Advanced Research in Civil,Structural,Environmental and Infrastructure Engineering and Developing

Abstract

This paper describes the experimental study of High-Performance concrete with quarry dust as fine aggregate in addition of steel fibre. To over-come the difficulties due to excessive sand mining, quarry dust was used as fine aggregate. Quarry dust is the fine material, produced from gravel crushers. Super plasticizers were used to improve workability of concrete. Cement was replaced with 10% of silica fume. The M60 grade concrete used was designed by using a modified ACI method suggested by Aïtcin. Volume fraction of the fibres used in this study as 0%, 0.5%, 1%, 1.5%. Specimens were casted and compression, split tensile and flexure test were conducted for 7 and 28days. Durability tests such as rapid chloride penetration test, Acid attack, sulphate attack, alkaline attack was also conducted. From the result it was found that addition of silica fume will increase the compressive strength, steel fibre will increase the tensile strength. Addition of 1% steel fibre is found as optimum from the experimental results.

Kewords

Quarry dust, High performance concrete, Sand, Steel fibre, Silica fume.

Reference

[1]. ACI 211.4R-93 (Reapproved 1998), Codel provision. [2]. Anitha selva sofia.S.D, Gayathri.R and Swathi.G ‘Experimental investigation on quarry dust concrete with chemical admixture’, Int. Journal of Latest Research in Science and Technology, Vol-2, issue-2, (2013). [3]. Chandana Sukesh, Kanakambara rao.S, ‘Partial Replacement of Sand with Quarry Dust in Concrete’, IJITTE, Vol 2, (2013). [4]. Ilangovana .R, Mahendrana.N and Nagamani.K ‘Strength and durability properties of concrete containing quarry rock dust as fine aggregate’, ARPN J. of Eng. and Applied Sciences Vol-3, issue-5, (2008). [5]. Lohani.T.K, Padhi.M, Dash K.P AND Jena.S, ‘Optimum utilization of Quarry dust as partial replacement of sand in concrete’, Int. J. of Applied Sciences and Engineering Research, Vol 1 no.2, (2012). [6]. Mazloom.A & Brooks J.J., ‘Effect of silica-fume on mechanical properties of high- strength concrete’, Int. Journal of Applied Sciences and Engineering Research,vol-2, issue-2, (2004). [7]. IS: 383-1970, specification for coarse and fine aggregate from natural sources for concrete, Bureau of Indian Standard, New Delhi, India. [8]. Oral Buyukozturk and Denvid Lau ‘High Performance Concrete: Fundamentals and Application’, (2008), [9]. Jonas Gustafsson and Keivan Noghabai, ‘Steel fibers as shear reinforcement in high strength concrete beams’. [10]. IS 4031-1988, methods for physical properties of cement, Bureau of Indian Standard, New Delhi, India. 7 [11]. IS 2386-1963, methods for properties of aggregates, Bureau of Indian Standard, New Delhi, India.