Performance of Sustainable Self-Compacting Fiber Reinforced Concrete with Substitution of Marble Waste (MW) and Coconut fibers (CFs)

Self compacting concrete (SSC) is also brittle nature, resulting in abrupt failure without giving any warning, which is unacceptable for any construction materials. Therefore, SCC requires tensile reinforcement to increase tensile capacity and avoid the undesirable brittle failure of SCC. However, fiber improved tensile capacity more efficiently than compressive strength. Therefore, it important add pozzolanic material to fiber reinforced concrete to obtain high strength, durable and ductile concrete. This research is carried out to evaluate the qualities of concrete with addition of waste marble and coconut fiber in concrete. Marble waste used as binding (pozzolanic) materials in proportion of 5.0 to 30% by weight of cement in increment of 5.0% and concrete is reinforced with coconut fiber in proportion of 0.5% to 3.0% by weight of cement in increment of 0.5 %. Rheological properties were assessed through its passing ability and flowability by using Slump flow, Slump T50, L-Box, and V-funnel tests while mechanical performance were evaluated through compressive, split tensile, flexure and pull out tests. Tests results indicate that marble waste and coconut fiber decrease the passing ability and filling ability of SCC. Furthermore, tests results indicate that marble waste up to 20% and coconut fiber addition 2.0% by weight of cement have a tendency to enhance the mechanical strength of SCC. Finally, Statistical analysis (RSM) was used to optimize the combined substitution of marble waste and coconut fiber to obtain high strength concrete.