Abstract
Satisfying the ever-growing demand of concrete aggregates poses a problem in many parts of the world due to shortage of natural sand. Moreover, to conserve natural resources and protect civil engineering infrastructures, there is a need to find alternative materials. Crushed stone sand has been identified as a potential substitute material for natural sand in making good quality concrete. The main objective of the present investigation is to determine an adequate mix design method and evaluate engineering properties of crushed limestone sand concrete mixtures in both the fresh and hardened sates. More than thirty concrete mixtures were examined. The results indicate that water demand and cement paste content in crushed sand concrete are generally higher than that used in similar conventional concrete. Good mechanical properties were obtained for concrete using crushed limestone sand as fine aggregates with a superplasticizer. However, a higher than normally used dosage of superplasticizer is required in these concrete mixtures and the optimum dosage of the superplasticizer needs to be determined for each cement and sand content.
Highlights
A guaranteed continuous supply of sand to produce the ever-growing amount of concrete needed for economic development poses a problem in many parts of the world due to the shortage of natural river sand
The results indicate that water demand and cement paste content in crushed sand concrete are generally higher than that used in similar conventional concrete
Mixture proportioning of concrete elaborated with crushed limestone sand can be adequately determined using standard mixing methods provided that the mixing water is properly estimated
Summary
A guaranteed continuous supply of sand to produce the ever-growing amount of concrete needed for economic development poses a problem in many parts of the world due to the shortage of natural river sand. High percentage of dust increases the fineness and the total surface area of aggregates, and leads to an increase in the amount of water needed to obtain a suitable workability (Celik, 1996; Ahmed, 1989). This higher demand of water will adversely affect the strength and shrinkage properties of hardened concrete (Neville, 1995). The use of crushed sand may be an alternative source of filler, which help to achieve an adequate
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