Properties of Cement Mortars with the Addition of Waste Copper Slag Mineralized Using CO₂ – Preliminary Study

Abstract

In response to the growing amount of copper slag, generated as a by-product of copper smelting and stored in landfills, an attempt was made to use this waste as a valuable partial replacement for natural aggregate in cement mortars. Comparative tests were carried out on four series of mortars designated as: REF – reference, GR – with the addition of copper slag, GR22 and GR50 – with the addition of slag mineralized using CO₂ at temperatures of 22 °C and 50 °C, respectively. The article presents the results of tests of flow diameter and bulk density of fresh cement mixes, flexural tensile strength and compressive strength of hardened mortars, brittleness index, and the microstructure of 7-day-old hardened mortars examined with a scanning electron microscope. Based on the conducted tests, it was demonstrated that replacing part of the natural aggregate with copper slag aggregate caused: a reduction in consistency and an increase in bulk density of fresh cement mixes, an increase in flexural tensile strength in later curing periods and a reduction in compressive strength of hardened mortars, as well as very favourable values of the brittleness index compared to the reference mortar. Based on the obtained results, mineralization of copper slag with CO₂ at 22 °C was considered advantageous.