STRENGTH DEVELOPMENT OF CONCRETE REINFORCED WITH BASALT FIBERS: A COMPREHENSIVE REVIEW

Authors

  • Dr. M. Adil Khan
  • Hafiz Muhammad Shahzad Aslam
  • Waqas Aziz

Keywords:

basalt fiber, concrete strength development, mechanical properties, fiber reinforcement, compressive strength, tensile strength

Abstract

Basalt fiber reinforced concrete (BFRC) represents an emerging construction material that combines the durability of basalt fibers with cement-based matrices to enhance mechanical performance. This comprehensive review synthesizes current research on strength development mechanisms in BFRC, encompassing early-age and long-term strength evolution, compressive and tensile properties, and the influence of fiber parameters on structural performance. Incorporating an optimal amount of basalt fiber can lead to a maximum increase in compressive strength and splitting tensile strength of approximately 7%, with 7-day strength achieving 55% to 64% of the 28-day strength. [1] The review evaluates methodological approaches across 20+ peer-reviewed studies, identifies critical fiber dosage thresholds (typically 0.2–0.5% by volume), and discusses the microstructural mechanisms underlying strength enhancement. Basalt fiber cement-based composites demonstrate enhanced tensile strength, impact resistance, and durability, reducing cracking sensitivity and extending service life, particularly in extreme environments such as bridges, tunnels, high-rise buildings, and ocean engineering. [1] Research gaps regarding long-term durability under coupled environmental stresses and predictive modeling of early-age strength development remain significant areas for future investigation.

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Published

2026-04-01

How to Cite

Dr. M. Adil Khan, Hafiz Muhammad Shahzad Aslam, & Waqas Aziz. (2026). STRENGTH DEVELOPMENT OF CONCRETE REINFORCED WITH BASALT FIBERS: A COMPREHENSIVE REVIEW. Policy Research Journal, 4(4), 1232–1243. Retrieved from https://policyrj.com/1/article/view/2239