Copyright © 2026 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

@article{197568,
        author = {prof.Prashant Kapure and Mr.Shreyash kamble and Mr.omkar Kharade and Mr.Ganesh Gore},
        title = {Experimental Investigation on Enhancing Properties of Concrete Using Ternary Blends and Basalt Fibers},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {11},
        pages = {7413-7414},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=197568},
        abstract = {Conventional concrete is brittle, has low tensile strength, and is prone to micro-cracking. This study investigates High Performance Concrete (HPC) by incorporating a ternary blend of cement, Class F Fly Ash, and Undensified Micro-Silica combined with 0.5% Basalt Fibers. The research aims to increase compressive strength while reducing cement consumption by 15%. Experimental results show that the hybrid concrete achieved a compressive strength of 45.40 MPa, marking a 21.06% increase over the control mix. The addition of fibers also resulted in controlled cracking and improved ductility},
        keywords = {Basalt Fibers, Compressive Strength, High Performance Concrete, Micro-Silica, Ternary Blend},
        month = {April},
        }