Performance Evaluation of Interlocking Concrete Paver Block Pavements under Repeated Traffic Loading

  • Unique Paper ID: 206444
  • Volume: 13
  • Issue: 2
  • PageNo: 1539-1544
  • Abstract:
  • Interlocking Concrete Paver Blocks (ICPBs) are increasingly used in urban transport infrastructure because of their durability, modular construction, and ease of maintenance. Bus stops and parking areas experience heavy static loads, repeated braking and acceleration forces, and high contact stresses that often cause rutting and premature failure in conventional pavements. This study evaluates the suitability of ICPBs by reviewing their mechanical properties, rutting resistance, load distribution, and maintenance performance. The influence of block shape, thickness, laying pattern, jointing sand, and edge restraints on pavement performance is also examined. Findings from laboratory and field studies indicate that properly designed ICPB pavements effectively distribute traffic loads, reduce subgrade stresses, and provide better resistance to permanent deformation than conventional pavement systems. Their modular nature enables quick replacement of damaged blocks, reducing maintenance time, traffic disruption, and life-cycle costs. Additional benefits include improved permeability, lower urban heat effects, and easier access to underground utilities. The study concludes that ICPBs offer a durable, rut-resistant, and maintenance-efficient alternative for bus stops and parking areas when designed and constructed according to established engineering standards.

Copyright & License

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.

BibTeX

@article{206444,
        author = {V. Ganesh Ajay Velu and K.V.ASHOK KUMAR},
        title = {Performance Evaluation of Interlocking Concrete Paver Block Pavements under Repeated Traffic Loading},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {13},
        number = {2},
        pages = {1539-1544},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=206444},
        abstract = {Interlocking Concrete Paver Blocks (ICPBs) are increasingly used in urban transport infrastructure because of their durability, modular construction, and ease of maintenance. Bus stops and parking areas experience heavy static loads, repeated braking and acceleration forces, and high contact stresses that often cause rutting and premature failure in conventional pavements. This study evaluates the suitability of ICPBs by reviewing their mechanical properties, rutting resistance, load distribution, and maintenance performance. The influence of block shape, thickness, laying pattern, jointing sand, and edge restraints on pavement performance is also examined. Findings from laboratory and field studies indicate that properly designed ICPB pavements effectively distribute traffic loads, reduce subgrade stresses, and provide better resistance to permanent deformation than conventional pavement systems. Their modular nature enables quick replacement of damaged blocks, reducing maintenance time, traffic disruption, and life-cycle costs. Additional benefits include improved permeability, lower urban heat effects, and easier access to underground utilities. The study concludes that ICPBs offer a durable, rut-resistant, and maintenance-efficient alternative for bus stops and parking areas when designed and constructed according to established engineering standards.},
        keywords = {Interlocking concrete paver blocks, bus stops, parking areas, rutting resistance, compressive strength, pavement maintenance},
        month = {July},
        }

Cite This Article

Velu, V. G. A., & KUMAR, K. (2026). Performance Evaluation of Interlocking Concrete Paver Block Pavements under Repeated Traffic Loading. International Journal of Innovative Research in Technology (IJIRT), 13(2), 1539–1544.

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