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Effect of Aggregates Packing with the Maximum Density Methodology in Pervious Concrete

Author

Listed:
  • Karina H. Arcolezi

    (MAC—Grupo de Pesquisa em Materiais Alternativos de Construção, Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira, Ilha Solteira 15385000, Brazil)

  • Rodrigo G. da Silva

    (MAC—Grupo de Pesquisa em Materiais Alternativos de Construção, Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira, Ilha Solteira 15385000, Brazil)

  • Lourdes Soriano

    (GIQUIMA Group—Grupo de Investigación en Química de los Materiales de Construcción, ICITECH—Instituto de Ciencia y Tecnología del Hormigón, Universitat Politècnica de Valencia, 46022 Valencia, Spain)

  • Maria V. Borrachero

    (GIQUIMA Group—Grupo de Investigación en Química de los Materiales de Construcción, ICITECH—Instituto de Ciencia y Tecnología del Hormigón, Universitat Politècnica de Valencia, 46022 Valencia, Spain)

  • José Monzó

    (GIQUIMA Group—Grupo de Investigación en Química de los Materiales de Construcción, ICITECH—Instituto de Ciencia y Tecnología del Hormigón, Universitat Politècnica de Valencia, 46022 Valencia, Spain)

  • Jordi Payá

    (GIQUIMA Group—Grupo de Investigación en Química de los Materiales de Construcción, ICITECH—Instituto de Ciencia y Tecnología del Hormigón, Universitat Politècnica de Valencia, 46022 Valencia, Spain)

  • Mauro M. Tashima

    (MAC—Grupo de Pesquisa em Materiais Alternativos de Construção, Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira, Ilha Solteira 15385000, Brazil
    GIQUIMA Group—Grupo de Investigación en Química de los Materiales de Construcción, ICITECH—Instituto de Ciencia y Tecnología del Hormigón, Universitat Politècnica de Valencia, 46022 Valencia, Spain)

  • Jorge Luis Akasaki

    (MAC—Grupo de Pesquisa em Materiais Alternativos de Construção, Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira, Ilha Solteira 15385000, Brazil)

Abstract

The granulometric distribution of the aggregates used in pervious concrete can significantly impact its mechanical and hydraulic properties by modifying granular skeleton and pore distribution. The unit weight increases when single-sized aggregates are combined, which results in improved mechanical properties. In this study, the maximum density methodology was applied to enhance pervious concrete’s mechanical strength by using three narrow-sized basaltic aggregates and their combination. The experimental results showed that the mechanical performance of the samples created with packed aggregates improved compressive strength by up to 81.2% and the energy support impact was higher than 225 J (50% higher than the reference sample) after curing for 28 days. Although the densification of packing aggregates increased, the greatest reduction in porosity was 24.3%. The lowest infiltration rate was 0.43 cm/s, a satisfactory value according to the literature. These findings suggest that the aggregates packing methodology is effective in producing optimized and sustainable pervious concretes.

Suggested Citation

  • Karina H. Arcolezi & Rodrigo G. da Silva & Lourdes Soriano & Maria V. Borrachero & José Monzó & Jordi Payá & Mauro M. Tashima & Jorge Luis Akasaki, 2023. "Effect of Aggregates Packing with the Maximum Density Methodology in Pervious Concrete," Sustainability, MDPI, vol. 15(6), pages 1-18, March.
    • Handle: RePEc:gam:jsusta:v:15:y:2023:i:6:p:4939-:d:1093263
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    References listed on IDEAS

    as
    1. Kajo Ferić & Veerappan Sathish Kumar & Ana Romić & Hrvoje Gotovac, 2023. "Effect of Aggregate Size and Compaction on the Strength and Hydraulic Properties of Pervious Concrete," Sustainability, MDPI, vol. 15(2), pages 1-16, January.
    2. Vu Viet Hung & Soo-Yeon Seo & Hyun-Woo Kim & Gun-Cheol Lee, 2021. "Permeability and Strength of Pervious Concrete According to Aggregate Size and Blocking Material," Sustainability, MDPI, vol. 13(1), pages 1-13, January.
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