High-performance pervious concrete (HPPC) has gained increasing attention due to its potential use in sustainable urban infrastructure. However, there is still no consensus on its definition or design parameters, particularly regarding mechanical strength and permeability. This study analyzes HPPC research through a systematic and scientometric approach to identify trends and gaps. A systematic review following PRISMA 2020 guidelines selected 47 peer-reviewed articles from Scopus (2015–2025). The studies were grouped into mix design, fibers and pozzolanic materials, pollutant mitigation, and alternative aggregates. In parallel, a scientometric analysis using VOSviewer examined publication patterns, contributors, and keyword trends. The results show no standardized criteria for HPPC classification and high variability in testing procedures. Reported compressive strength ranges from 5.03 to 69 MPa, flexural strength from 2.9 to 8.5 MPa, and permeability from 0.18 to 22.7 mm/s. A consistent inverse relationship between permeability and mechanical strength is observed. Based on this synthesis, indicative thresholds are proposed for HPPC: compressive strength above 35 MPa and permeability above 1 mm/s. Fibers and pozzolanic materials appear as effective strategies to improve performance balance. Few studies investigate HPPC under heavy traffic conditions. Overall, the findings highlight the need for standardized definitions and further research on long-term performance and real-world applications.
Bezerra et al. (2026) studied this question.