INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, vol.24, no.1, pp.1-13, 2023 (SCI-Expanded)
In this study the effect of fiber type and utilization ratio on the dimensional stability and durability
properties of pavement mortar mixtures was investigated. Three different fibers that are 12 mm long
polypropylene, polyamide, and basalt fiber were used at a ratio of 0.25%, 0.50%, 0.75%, and 1% of
their total volume. Drying-shrinkage, alkali-silica reaction (ASR), sulfate, freeze-thaw, and abrasion
resistance of the mixtures were investigated. The findings to emerge from this study are as in the
following: first, fiber addition prevented crack growth due to drying shrinkage of cementitious
systems. Second, mixtures containing fiber showed higher performance in ASR and freeze-thaw
whereas they underperformed in terms of sulfate resistance. These results could be attributed to a
dual mechanism; on the one hand, the use of fiber is considered to create an additional void for the
products that have the potential to form expansion to escape. On the other hand, the permeability of
the mixtures increases as the void volume does due to the use of fiber. The former mechanism is
considered to be predominant in ASR and freeze-thaw states. Specifically, mixtures containing basalt
fiber with the highest modulus of elasticity outperformed in all properties.