Research Article | | Peer-Reviewed

Synergistic Effect of Pulverized Ceramic Waste and Crushed Granite on the Mechanical Performance of Ferralitic Soil for Sustainable Pavement Applications

Received: 7 October 2026     Accepted: 15 October 2026     Published: 28 October 2026
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Abstract

The valorization of construction waste to improve locally available geomaterials offers a promising approach to sustainable pavement construction. This study investigates the effects of pulverized ceramic waste (PCW) and crushed granite (CG) on the mechanical performance of ferrallitic soil from Tori-Dokanmey. Two series of mixtures were evaluated: soil stabilized with PCW alone and optimized mixtures incorporating both PCW and CG. Mechanical performance was assessed at different curing ages through compressive strength, three-point flexural tensile strength, secant modulus (E50), and static elastic modulus (Est). The results showed that PCW incorporation improved the long-term mechanical properties of the soil, primarily through enhanced particle packing and reduced internal porosity. Combining CG with PCW further improved performance by forming a denser granular skeleton and facilitating stress transfer within the material. Consequently, the optimized mixtures exhibited higher compressive and flexural strengths and greater stiffness than both untreated soil and mixtures stabilized with PCW alone. These findings highlight the complementary effects of CG and PCW and their potential to enhance locally available ferrallitic soil for pavement applications, while promoting construction waste valorization and the development of sustainable road materials in tropical regions.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 11, Issue 5)
DOI 10.11648/j.jccee.20261105.14
Page(s) 285-297
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2026. Published by Science Publishing Group

Keywords

Ferralitic Soil, Pulverized Ceramic Waste, Crushed Granite, Flexural Strength, Elastic Modulus, Sustainable Pavement

References
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Cite This Article
  • APA Style

    Agbelele, C. R. T., Doko, V. K., Chabi, E., Ganmavo, B., Gibigaye, M. (2026). Synergistic Effect of Pulverized Ceramic Waste and Crushed Granite on the Mechanical Performance of Ferralitic Soil for Sustainable Pavement Applications. Journal of Civil, Construction and Environmental Engineering, 11(5), 285-297. https://doi.org/10.11648/j.jccee.20261105.14

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    ACS Style

    Agbelele, C. R. T.; Doko, V. K.; Chabi, E.; Ganmavo, B.; Gibigaye, M. Synergistic Effect of Pulverized Ceramic Waste and Crushed Granite on the Mechanical Performance of Ferralitic Soil for Sustainable Pavement Applications. J. Civ. Constr. Environ. Eng. 2026, 11(5), 285-297. doi: 10.11648/j.jccee.20261105.14

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    AMA Style

    Agbelele CRT, Doko VK, Chabi E, Ganmavo B, Gibigaye M. Synergistic Effect of Pulverized Ceramic Waste and Crushed Granite on the Mechanical Performance of Ferralitic Soil for Sustainable Pavement Applications. J Civ Constr Environ Eng. 2026;11(5):285-297. doi: 10.11648/j.jccee.20261105.14

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  • @article{10.11648/j.jccee.20261105.14,
      author = {Coovi Rocambols Thede Agbelele and Valery kouandete Doko and Edem Chabi and Boris Ganmavo and Mohamed Gibigaye},
      title = {Synergistic Effect of Pulverized Ceramic Waste and Crushed Granite on the Mechanical Performance of Ferralitic Soil for Sustainable Pavement Applications},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {11},
      number = {5},
      pages = {285-297},
      doi = {10.11648/j.jccee.20261105.14},
      url = {https://doi.org/10.11648/j.jccee.20261105.14},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20261105.14},
      abstract = {The valorization of construction waste to improve locally available geomaterials offers a promising approach to sustainable pavement construction. This study investigates the effects of pulverized ceramic waste (PCW) and crushed granite (CG) on the mechanical performance of ferrallitic soil from Tori-Dokanmey. Two series of mixtures were evaluated: soil stabilized with PCW alone and optimized mixtures incorporating both PCW and CG. Mechanical performance was assessed at different curing ages through compressive strength, three-point flexural tensile strength, secant modulus (E50), and static elastic modulus (Est). The results showed that PCW incorporation improved the long-term mechanical properties of the soil, primarily through enhanced particle packing and reduced internal porosity. Combining CG with PCW further improved performance by forming a denser granular skeleton and facilitating stress transfer within the material. Consequently, the optimized mixtures exhibited higher compressive and flexural strengths and greater stiffness than both untreated soil and mixtures stabilized with PCW alone. These findings highlight the complementary effects of CG and PCW and their potential to enhance locally available ferrallitic soil for pavement applications, while promoting construction waste valorization and the development of sustainable road materials in tropical regions.},
     year = {2026}
    }
    

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  • TY  - JOUR
    T1  - Synergistic Effect of Pulverized Ceramic Waste and Crushed Granite on the Mechanical Performance of Ferralitic Soil for Sustainable Pavement Applications
    AU  - Coovi Rocambols Thede Agbelele
    AU  - Valery kouandete Doko
    AU  - Edem Chabi
    AU  - Boris Ganmavo
    AU  - Mohamed Gibigaye
    Y1  - 2026/10/28
    PY  - 2026
    N1  - https://doi.org/10.11648/j.jccee.20261105.14
    DO  - 10.11648/j.jccee.20261105.14
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 285
    EP  - 297
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20261105.14
    AB  - The valorization of construction waste to improve locally available geomaterials offers a promising approach to sustainable pavement construction. This study investigates the effects of pulverized ceramic waste (PCW) and crushed granite (CG) on the mechanical performance of ferrallitic soil from Tori-Dokanmey. Two series of mixtures were evaluated: soil stabilized with PCW alone and optimized mixtures incorporating both PCW and CG. Mechanical performance was assessed at different curing ages through compressive strength, three-point flexural tensile strength, secant modulus (E50), and static elastic modulus (Est). The results showed that PCW incorporation improved the long-term mechanical properties of the soil, primarily through enhanced particle packing and reduced internal porosity. Combining CG with PCW further improved performance by forming a denser granular skeleton and facilitating stress transfer within the material. Consequently, the optimized mixtures exhibited higher compressive and flexural strengths and greater stiffness than both untreated soil and mixtures stabilized with PCW alone. These findings highlight the complementary effects of CG and PCW and their potential to enhance locally available ferrallitic soil for pavement applications, while promoting construction waste valorization and the development of sustainable road materials in tropical regions.
    VL  - 11
    IS  - 5
    ER  - 

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Author Information
  • Polytechnic School of Abomey-Calavi, University of Abomey-Calavi, Abomey-Calavi, Benin

  • Polytechnic School of Abomey-Calavi, University of Abomey-Calavi, Abomey-Calavi, Benin

  • School of Rural Engineering, National University of Agriculture, Ketou, Benin

  • Polytechnic School of Abomey-Calavi, University of Abomey-Calavi, Abomey-Calavi, Benin

  • Polytechnic School of Abomey-Calavi, University of Abomey-Calavi, Abomey-Calavi, Benin

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