Advances in concrete construction

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A review on the effect of marble waste on properties of green concrete

  • Rachid Djebien (LMGHU laboratory, Department of Civil Engineering, University 20 August 1955 – Skikda) ;
  • Amel Bouabaz (LMGHU laboratory, Department of Civil Engineering, University 20 August 1955 – Skikda) ;
  • Yassine Abbas (LMGHU laboratory, Department of Civil Engineering, University 20 August 1955 – Skikda) ;
  • Yasser N. Ziada (Department of Civil Engineering, University of Souk Ahras)
  • Received : 2021.05.16
  • Accepted : 2023.02.04
  • Published : 2023.01.25
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Abstract

All production and consumption activities produce wastes, which often cause damage to our environment and multiple risks to the human health. The valorization of these wastes in concrete technology is a future solution that will allow finding other construction materials sources, optimizing energy consumption and protecting the environment. Among these wastes, there is the marble waste. Every year, huge amount of marble waste is discarded as dust or aggregates form, in open-air storage areas causing serious problems for the environment and public health. In this context, the incorporation of marble waste as a replacement of ordinary aggregates or cement in concrete composition is actively investigated by researchers. This paper presents a comprehensive review of published studies over the last 20 years, dealing the effect of marble waste on fresh and hardened properties of concrete. Most of the studies carried out have used marble waste as dust with substitution rates between 5 and 20%. Besides the economic and ecological benefits, this review showed that marble waste can improve the physical, mechanical and durability properties of concrete. This improvement depends on the form (dust, fine aggregate or coarse aggregate), substitution method (as cement or aggregates replacement) and substitution rate of marble waste. Additionally, the review results showed that the use of 10-15% of marble waste dust as cement substitution can lead to increase the compressive strength.

Keywords

References

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