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Properties of Concrete with Waste Fines from Hot Mix Plant

Radhakrishna*, Manjunath. K S**, Devanand. R***, Manu Hassan Devaraju****

* Associate Dean, Department of Civil Engineering, R V College of Engineering, Visvesvaraya Technological University, Bengaluru.

** Associate Professor, Department of Civil Engineering, Malnad College of Engineering, Hassan

*** Assistant Professor, Department of Civil Engineering, Government Engineering College, Hassan.

**** Assistant Professor, Department of Civil Engineering, NDRKIT, Hassan.

Periodicity:December - February'2015
DOI : https://doi.org/10.26634/jste.3.4.3240

Abstract

Portland cement is energy intensive and not sustainable. The fines from hot mix plant have high potential to replace cement in making concrete. This paper reports the properties of concrete with waste fines from hot mix plant. All the materials used for the research were characterized. A concrete mix of M40 was designed using conventional ingredients. The cement was replaced by waste fines from hot mix plant in various percentages in making modified concrete. The resulting fresh concrete was tested for workability and the hardened concrete was tested for water absorption, density test, and compressive, split tensile and flexural strength. It was found that the concrete with fines from hot mix plant possesses better compressive strength and other properties compared to conventional controlled concrete. Hence the concrete with waste fines can be recommended as structural materials.

Keywords

Keywords : Waste Fines, Hot Mix Plant, Concrete, Compressive Strength.

How to Cite this Article?

Radhakrishna, Manjunath, K.S., Devanand, R., and Devaraju, M.H. (2015). Properties of Concrete with Waste Fines from Hot Mix Plant. i-manager’s Journal on Structural Engineering, 3(4), 8-12. https://doi.org/10.26634/jste.3.4.3240

References

[1]. Canada Suresh, Karaka Baal Krishna, Pastry Lakshmi Sai Teja, S. Kanakambara Rao, (2013). “Partial Replacement of Sand with Quarry Dust in Concrete”, International Journal of Innovative Technology and Exploring Engineering (IJITEE), ISSN: 2278-3075, Vol.2, No. 6.

[2]. A. Sivakumar and Prakash M, (2011). “Characteristic studies on the mechanical properties of quarry dust addition in conventional concrete”, Journal of Civil Engineering and Construction Technology, Vol. 2(10), pp. 218-235.

[3]. Emery J.J (1981). “Potential uses for kiln dusts”. Proceedings ORF/CANMET Symposium on Mineral Fillers, Ontario Research Foundation and Canada Center for Mineral and Energy Technology, Toronto, Canada.

[4]. “Micro fine Materials in Improving Concrete Performance (2012)”. http://www.aceupdatemagazine. com/ Article.php?ItemId=1782

[5]. IS: 10262 – 2009, “Recommended Guidelines For Concrete Mix”. Bureau of Indian Standards, New Delhi.

[6]. IS: 2386 – 1963 part 1 to VIII. “Indian standard methods of test for aggregate for concrete”. Bureau of Indian Standards, New Delhi.

[7]. IS: 383 – 1970. “Specification for coarse and fine aggregates from natural sources for concrete”. Bureau of Indian Standards, New Delhi.

[8]. IS: 8112 – 1989, “Specification for 43 Grade Ordinary Portland Cement”. Bureau of Indian Standards, New Delhi.

[9]. M. Iqbal Malik, Muzafar Bashir, Sajad Ahmad, Tabish Tariq, Umar Chowdhary, (2013). “Study of Concrete Involving Use of Waste Glass as Partial Replacement of Fine Aggregates”, IOSR Journal of Engineering, e-ISSN: 2250- 3021, p-ISSN: 2278-8719, Vol. 3, No. 7, Vol.6, pp. 8-13.

[10]. “Material description”, User Guidelines for Waste and By product Materials in Pavement Construction, Publication Number: FHWA-RD-97-148

[11]. Naji J.A (2002). “The use of lime to stabilize granular ash materials for road construction”. Journal of Science & Technology, Vol. 7 (7).

[12]. Prithvi S. Kandhal, (1992). “Waste Materials in Hot Mix Asphalt -an overview”, National Center for Asphalt Technology, (NCAT). Report No. 92-6 December.

[13]. Udoeyo F.F, Inyang H, Young D.T, Oparadu, E.E (2006). “Potential of wood waste ash as an additive in concrete”, Journal of Materials in Civil Engineering, Vol. 18 (4), pp. 605–611

[14]. United States Environmental Protection office of Air Quality Planning and Standards Research Triangle Park, “Hot Mix Asphalt Plants Emission Assessment Report”. NC 27711. EPA-454/R-00-019 December 2000.

[15]. IS 516 (1959): “Method of Tests for Strength of Concrete”.

[16]. IS 7320 (1974): “Specification for concrete slump test”.

Properties of Concrete with Waste Fines from Hot Mix Plant

Abstract

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References

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