Abstract

AbstractSustainable handling of iron ore tailings is of prime concern to all stakeholders who are into iron ore mining. This study seeks to add value to the tailings by utilising them as a replacement for aggregates in concrete. A concrete mix of grade 40 MPa was prepared in the laboratory with water–cement ratio of 0.5. The concrete were cured for 1, 2, 3, 7, 14 and 28 days. The properties of the concrete such as workability, durability, density, compressive strength and indirect tensile strength were tested. A controlled mix of concrete was also prepared in similar way using conventional materials and the results were compared with the tailings concrete. It was found that the iron ore tailings may be utilised for complete replacement for conventional aggregates in concrete. The iron ore tailings aggregates concrete exhibited a good mechanical strength and even in the case of compressive strength, there was an improvement of 11.56% over conventional aggregates concrete. The indirect tensile strength did ...

Highlights

  • Western Australia (WA) is endowed with a large reserve of iron ore

  • The aim of this paper is to study the feasibility of using the iron ore tailings as both fine and coarse aggregates in making concrete

  • The results for the various tests on both fresh and cured concrete have been summarised and it has been discussed in detail

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Summary

Introduction

Western Australia (WA) is endowed with a large reserve of iron ore. This has attracted a lot of iron ore mining activities for many years in the state. Iron ore resource is a very significant player of the economy. The authors are affiliated to the Geo-technical and Geo-environmental research group of Edith Cowan University in the School of Engineering. Our research focus is in sustainability of the environment and quality in building and construction as well as geotechnical engineering. This work is part of the several research works in the focus subject

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