Mechanical Property and Dimensional Stability of Chopped Basalt Fiber-Reinforced Recycled Concrete and Modeling with Fuzzy Inference System

The rising amount of construction and demolition wastes (C & DWs) is triggering serious environmental social problems globally. This study conducted an experimental investigation basalt fiber (BF)-reinforced concrete with recycled aggregates (RAs) sourced from C DWs. flexural strength, the to compressive strength ratio, drying shrinkage are set as indicators for evaluation coupling effect BF RA in concrete. Results show that generated a significant on until dosage was no higher than 1%. excessive mixing BF, though it still contributed positive elevating reduced utility. Regarding ratio (denoted ratio), jointly produced synergistic effect. In addition, verified competent curbing adverse incorporation upon shrinkage. Relative benchmark which contains 100% 1% 31.6% reduction results prove reinforcement feasible promising approach curb drawbacks