Axial Compressive Behavior of Concrete with the Addition of Discarded Cotton Textile Fibers

The rapid growth of textile waste generation, with more than 87% of discarded textiles worldwide being landfilled or incinerated, together with the extensive consumption of concrete in the construction industry, has intensified research into alternative materials capable of reusing waste without compromising concrete performance. In this context, this study evaluates the incorporation of recycled cotton textile fibers obtained from discarded garments into conventional non-structural concrete, focusing on its axial compressive behavior. Concrete mixtures were produced with fiber contents of 0%, 0.5%, 1.0%, and 5.0%, designed for a target compressive strength of 20.594 MPa and tested in accordance with ASTM standards. The results show that concrete containing 0.5% cotton fibers achieved 28-day compressive strength values comparable to those of the reference mix, remaining within the typical variability of concrete testing, while mixtures with fiber contents of 1.0% and 5.0% exhibited pronounced strength reductions, reaching approximately 12.494 MPa and 8.270 MPa, respectively. These findings suggest that recycled cotton fibers at low dosages (0.5%) do not significantly affect compressive strength and could be incorporated as a supplementary addition in non-structural concrete, provided that appropriate mix design and processing conditions are maintained.