Properties of self-compacting mortars produced using high volume fly ash

The aim of this research is to determine the fresh state and mechanical irrigation of high rate ash, self-settlement mortars (SSC). This directional control series includes mixtures of ash mortars containing 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, 45%, 50%, 55% and 60%. 13 series of mortar mixture samples were made and mini-slump, removable and viscometer tests were carried out in order to determine the fluidity and workability of the mortar mixtures when they were fresh. To determine mechanical properties, capillary water absorption, pressure and three-point bending tests were performed on hardened mortar samples. As a result of the research, it was observed that the use of high-rate ash was increased up to 10% exchanged ash samples, and then decreased.