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Feasibility Study on Concrete Made with Substitution of Quarry Dust: A Review

Author

Listed:
  • Buthainah Nawaf AL-Kharabsheh

    (Department of Civil Engineering, Faculty of Engineering, Al-Albayt University, Al Mafraq 25113, Jordan)

  • Mohamed Moafak Arbili

    (Department of Information Technology, Choman Technical Institute, Erbil Polytechnic University, Erbil 44001, Iraq)

  • Ali Majdi

    (Department of Building and Construction Techniques, Al-Mustaqbal University College, Hillah 51001, Iraq)

  • Jawad Ahmad

    (Department of Civil Engineering, Military College of Engineering, Sub Campus of National University of Sciences and Technology, Islamabad 44000, Pakistan)

  • Ahmed Farouk Deifalla

    (Structural Engineering Department, Faculty of Engineering and Technology, Future University in Egypt, New Cairo 11845, Egypt)

  • A. Hakamy

    (Department of Physics, Faculty of Applied Science, Umm Al-Qura University, Makkah 21955, Saudi Arabia)

  • Hasan Majed Alqawasmeh

    (Civil Engineering Department, Faculty of Huson College, Al-Balqa’ Applied University, Irbid 19117, Jordan)

Abstract

Concrete mechanical properties could be improved through adding different materials at the mixing stage. Quarry dust (QD) is the waste produced by manufactured sand machines and comprise approximately 30–40% of the total quantity of QD generated. When it dries, it transforms into a fine dust that poses a tremendous hazard to the environment by contaminating the soil and water and seriously endangering human health. QD utilization in concrete is one of the best options. Though a lot of scholars focus on imitation of QD in concrete, knowledge is scattered, and a detailed review is required. This review collects the information regarding QD-based concrete, including fresh properties, strength, durability, and microstructure analysis. The results indicate that QD is suitable for concrete to a certain extent, but higher percentages adversely affect properties of concrete due to absence of fluidity. The review also indicates that up to 40–50% substitution of QD as a fine aggregate can be utilized in concrete with no harmful effects on strength and durability. Furthermore, although QD possesses cementitious properties and can be used as cement substitute to some extent, less research has explored this area.

Suggested Citation

  • Buthainah Nawaf AL-Kharabsheh & Mohamed Moafak Arbili & Ali Majdi & Jawad Ahmad & Ahmed Farouk Deifalla & A. Hakamy & Hasan Majed Alqawasmeh, 2022. "Feasibility Study on Concrete Made with Substitution of Quarry Dust: A Review," Sustainability, MDPI, vol. 14(22), pages 1-25, November.
  • Handle: RePEc:gam:jsusta:v:14:y:2022:i:22:p:15304-:d:976262
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    References listed on IDEAS

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    1. Jawad Ahmad & Karolos J. Kontoleon & Ali Majdi & Muhammad Tayyab Naqash & Ahmed Farouk Deifalla & Nabil Ben Kahla & Haytham F. Isleem & Shaker M. A. Qaidi, 2022. "A Comprehensive Review on the Ground Granulated Blast Furnace Slag (GGBS) in Concrete Production," Sustainability, MDPI, vol. 14(14), pages 1-27, July.
    2. Chrisna Du Plessis, 2007. "A strategic framework for sustainable construction in developing countries," Construction Management and Economics, Taylor & Francis Journals, vol. 25(1), pages 67-76.
    3. Oh, Da-Young & Noguchi, Takafumi & Kitagaki, Ryoma & Park, Won-Jun, 2014. "CO2 emission reduction by reuse of building material waste in the Japanese cement industry," Renewable and Sustainable Energy Reviews, Elsevier, vol. 38(C), pages 796-810.
    4. Mohamed Hamdy Elseknidy & Ali Salmiaton & Ishak Nor Shafizah & Ahmed Hassan Saad, 2020. "A Study on Mechanical Properties of Concrete Incorporating Aluminum Dross, Fly Ash, and Quarry Dust," Sustainability, MDPI, vol. 12(21), pages 1-13, November.
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    1. Maryane Pipino Beraldo Almeida & Lays da Silva Sá Gomes & Alex Ramos Silva & Jacqueline Roberta Tamashiro & Fábio Friol Guedes Paiva & Lucas Henrique Pereira Silva & Angela Kinoshita, 2025. "Basalt Rock Powder in Cementitious Materials: A Systematic Review," Resources, MDPI, vol. 14(6), pages 1-15, May.

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