Abstract

The environmental concerns of cement manufacturing prompted researchers to study other cementitious materials that are easily available, low cost, and also contribute to improved sustainability. This research was carried out for the utilization of RCP as cement replacement with different replacement ratios including 5%, 10%, and 15%. Furthermore, to improve the tensile behaviors, steel fiber was added (2.0%) as fiber reinforcement. This Part discussed the general back of demolishing construction waste, waste rubber tires, and the physical and chemical properties of RCP. Fresh properties were assessed through setting times, fresh density, and slump cone tests, and physical properties were evaluated through hardened density, water absorption, permeability, and ultrasonic pulse velocity. The change in internal structure and pozzolanic reactivity were evaluated through scanning electronic microscopy and an x-ray diffraction test. Results indicate that RCP decreased concrete workability, and increased setting time and fresh density. Furthermore, improvements in the physical properties of concrete were noted with 5.0% RCP substitution which shows 25% and 13.8% lower water absorption and permeability at 28 days. The SEM and XRD results reveal that RCP possesses micro-filling and cementitious properties.

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