Analysis of Structural and Functional Failures in Interlocking Concrete Pavements and Future Enhancement Using Surface Treatment
DOI:
https://doi.org/10.71229/n92vhb48Keywords:
Interlocking concrete pavements, Pavement deterioration, Surface wear, Silane coating, DurabilityAbstract
Urban infrastructure is often affected by structural and functional distress of interlocked concrete pavements, which affect the durability of urban infrastructure. This research includes a community-based field evaluation to determine the most critical mechanisms causing pavement failure and to determine the effectiveness of surface treatments. A field survey was conducted of 35 civil/pavement engineers, academic researchers and local road users. Results showed that the most common structural failure drivers were insufficient compaction of subgrade (97.1%) and unsuitable sand bedding gradation (97.2%). Moreover, surface water drainage problems (97.2%) and illegal loading of vehicles (94.3%) have a significant effect on the surface erosion. To help diminish these decrepitations, 100% of respondents stated that it is technically feasible to apply a hydrophobic Silane protective coating to lessen the water absorption and abrasion. The study offers useful guidance for optimum pavement maintenance and service life of infrastructure.
References
[1] L. Moretti, L. Altobelli, G. Cantisani, and G. Del Serrone, “Permeable Interlocking Concrete Pavements: A Sustainable Solution for Urban and Industrial Water Management,” Water, vol. 17, no. 6, p. 829, 2025.
[2] M. Al-Fatlawi et al., “Evaluating Water Infiltration and Runoff: Stretcher Bond vs. 45° Herringbone Patterns in Permeable Interlocking Concrete Pavements,” CivilEng, vol. 6, no. 2, p. 24, 2025.
[3] T. M. Hashim, M. Z. Al-Mulali, F. F. Al-Khafaji, A. A. A. Alwash, and Y. A. Ali, “An experimental comparison between different types of surface patterns of permeable interlocking concrete pavement for roadway subsurface drainage,” Case Stud. Constr. Mater., vol. 17, p. e01227, 2022.
[4] P. Di Mascio, L. Moretti, and A. Capannolo, “Concrete block pavements in urban and local roads: Analysis of stress-strain condition and proposal for a catalogue,” J. Traffic Transp. Eng. (English Ed., vol. 6, no. 6, pp. 557–566, 2019.
[5] I. Kim, C.-K. Chung, and J.-H. Ryu, “Evaluation of interlocking block pavement performance under varying construction conditions by model chamber tests,” Case Stud. Constr. Mater., vol. 22, p. e04067, 2025.
[6] F. S. C. Bezerra and F. H. L. Oliveira, “Effects of degradation on the service life of an interlocked pavement,” Int. J. Pavement Eng., vol. 24, no. 2, p. 2139376, 2023.
[7] M. N. Soutsos, K. Tang, H. A. Khalid, and S. G. Millard, “The effect of construction pattern and unit interlock on the structural behaviour of block pavements,” Constr. Build. Mater., vol. 25, no. 10, pp. 3832–3840, 2011.
[8] C. Y. Kang and P. Eng, “PERFORMANCE REVIEWS OF HONG KONG INTERNATIONAL AIRPORT AND YANTIAN INTERNATIONAL CONTAINER TERMINALS”.
[9] J. Knapton and C. McBRIDE, “Permeable pavements for heavily trafficked roads–a full-scale trial,” in 9th International Conference on Concrete Block Paving, 2009.
[10] D. R. Smith, “A SPECIFICATION GUIDE FOR MECHANICALLY INSTALLED INTERLOCKING CONCRETE PAVEMENTS”.
[11] B. Shackel, “Design and construction of interlocking concrete block pavements,” (No Title), 1990.
[12] D. J. Swan and D. R. Smith, “Development of the permeable design pro permeable interlocking concrete pavement design system,” in 9th. International Conference on Concrete Block Paving, Argentina, 2009, pp. 18–21.
[13] A. M. Neville, Properties of concrete. Pearson Education India, 1963.
[14] H. A. El Nouhy, “Properties of paving units incorporating slag cement,” HBRC J., vol. 9, no. 1, pp. 41–48, 2013.
[15] D. R. Smith and W. F. Hunt, “Structural/hydrologic design and maintenance of permeable interlocking concrete pavement,” in Green streets and highways 2010: An interactive conference on the state of the art and how to achieve sustainable outcomes, 2010, pp. 360–377.
[16] B. Shackel, “The design of interlocking concrete block pavements for road traffic,” in Proc., 1st Int. Conf. On concrete block paving, 1980, pp. 23–32.
[17] D. J. Jones, H. Li, R. Wu, J. T. Harvey, and D. R. Smith, “Full-scale structural testing of permeable interlocking concrete pavement to develop design guidelines,” in International Low Impact Development Conference 2016, American Society of Civil Engineers Reston, VA, 2016, pp. 143–154.
[18] W. J. Baker III and C. L. Meehan, “A comparison of in-place unit weight and moisture content measurements made using nuclear based methods and the drive cylinder method,” in IFCEE 2018, 2018, pp. 1–11.
[19] O. F. Usluogullari and C. Vipulanandan, “Stress-strain behavior and California bearing ratio of artificially cemented sand,” J. Test. Eval., vol. 39, no. 4, pp. 637–645, 2011.
[20] C. Walloch, H. Brown, and D. Smith, “Development of a new test method for determining the surface infiltration rate of permeable unit pavement systems,” in ASTM Symposium on Masonry 2014, ASTM International, 2014, pp. 319–334.
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