Abstract
Steel slag, which is produced locally in great amounts, has a negative impact on the environment when disposed. Local steel slag has a low CaO content and has no pozzolanic activity.
In this research, local unprocessed steel slag is introduced in concrete mixes. Various mixes with compressive strength ranging from 25 to 45 MPa are studied. The slag is used as fine aggregate replacing the sand in the mixes, partly or totally. Ratios of 0%, 15%, 30%. 50% and 100% are used.
Depending on the grade of concrete, the compressive strength is improved when steel slag is used for low sand replacement ratios (up to 30%).
When optimum values are used, the 28-day tensile strength of concrete is improved by 1.4-2.4 times and the compressive strength is improved by 1.1-1.3 times depending on the replacement ratio and the grade of concrete. The best results are obtained for replacement ratios of 30-50% for tensile strength and 15-30% for compressive strength.
Therefore, the use of steel slag in concrete would enhance the strength of concrete, especially tensile strength, provided the correct ratio is used. (C) 2008 Elsevier Ltd. All rights reserved.