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Performance of Concrete Containing Partial Granite and Tiling Wastes as Fine Aggregate

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The objective of this paper is to study the properties of different compositions of concrete made by substituting sand made of crushed limestone, which is over-exploited in Algeria, by two types of sands produced by the recycling of double-layer tiling and granite waste, respectively, with different mass percentages of 0, 10, 20 and 30%. The physical, mechanical and some aspects of the durability properties of six concretes were evaluated and compared to those of a reference concrete. The results obtained show that the incorporation of granite sand up to a rate of 20% improves the compressive strength and the resistance to acid CH3COOH. For concretes made with tiling sand, the best compressive strength was observed in concrete with an addition rate of 10%. Furthermore, good tensile strength by splitting is obtained with rates of up to 30% of the two recycled sands.
Słowa kluczowe
Rocznik
Strony
85--105
Opis fizyczny
Bibliogr. 29 poz., il., tab., wykr.
Twórcy
  • University of 20 Août 1955, Skikda, Algeria
  • Department of Petrochemicals, University of 20 Août 1955, Skikda, Algeria
  • University of 20 Août 1955, Skikda, Algeria
  • Department of Civil Engineering, University of 8 Mai 1945, Guelma, Algeria
Bibliografia
  • 1. Gautam, L et al. 2021. Sustainable utilization of granite waste in the production of green construction products: a review. Materials Today: Proceedings, 44, 4196-4203.
  • 2. Tangaramvong, S et al. 2021.2021. The influences of granite industry waste on concrete properties with different strength grades. Case Studies in Construction Materials, 15, e00669.
  • 3. Patil, M V and Patil, Y D 2021. Effect of copper slag and granite dust as sand replacement on the properties of concrete. Materials Today: Proceedings, 43, 1666-1677. 4. Jain, K L et al. 2020. Durability performance of waste granite and glass powder added concrete. Construction and Building Materials, 252, 119075.
  • 5. Binici, H and Aksogan, O 2018. Durability of concrete made with natural granular granite, silica sand and powders of waste marble and basalt as fine aggregate. Journal of Building Engineering, 19, 109-121.
  • 6. Singh, S et al. 2016. Sustainable utilization of granite cutting waste in high strength concrete. Journal of Cleaner Production, 116, 223-235.
  • 7. Abisha, Y et al. 2022. Experimental research on the behavior of concrete with the incorporation of granite aggregate in partial substitution to fine aggregate. International Journal of Research Publication and Reviews, 3(7), 751-759.
  • 8. Chen, J J et al. 2021. Adding granite polishing waste to reduce sand and cement contents and improve performance of mortar. Journal of Cleaner Production, 279, 123653.
  • 9. Chen, J J et al. 2020. Adding granite polishing waste as sand replacement to improve packing density, rheology, strength and impermeability of mortar. Powder Technology, 364, 404-415.
  • 10. Sharma, N et al. 2017. Properties of concrete containing polished granite waste as partial substitution of coarse aggregate. Construction and Building Materials, 151, 158-163.
  • 11. Tennich, M et al. 2018. Thermal effect of marble and tile fillers on self-compacting concrete behavior in the fresh state and at early age. Journal of Building Engineering, 20, 1-7.
  • 12. Tennich, M et al. 2017. Behavior of self-compacting concrete made with marble and tile wastes exposed to external sulfate attack. Construction and Building Materials, 135, 335-342.
  • 13. Tennich, M et al. 2015. Incorporation of fillers from marble and tile wastes in the composition of self-compacting concretes. Construction and building materials, 91, 65-70.
  • 14. Kherraf, L et al. 2022. Comparative study on the performance of sand-based mortars from marble, floor tile and cinder block waste. Journal of Building Engineering, 45, 103433.
  • 15. Kechkar, C et al. 2022. The comparative study of the performance of concrete made from recycled sand. Stavebníobzor-Civil Engineering Journal, 31(3), 415-426.
  • 16. Cordeiro, G C et al. 2016. Rheological and mechanical properties of concrete containing crushed granite fine aggregate. Construction and Building Materials, 111, 766-773.
  • 17. Vijayalakshmi, M and Sekar, A. S. S 2013. Strength and durability properties of concrete made with granite industry waste. Construction and Building Materials, 46, 1-7.
  • 18. Akinpelu, M A et al. 2021. Evaluation of variations of coarse aggregate types on hardened properties of concrete. Journal of Materials and Engineering Structures «JMES», 8(2), 301-311.
  • 19. Amani, A et al. 2021. Mechanical properties of concrete pavements containing combinations of waste marble and granite powders. International Journal of Pavement Engineering, 22(12), 1531- 1540.
  • 20. Anusha, G et al. 2021. Experimental Study on Properties of Concrete Paver Blocks by Partially Replacing Cement with Granite Powder. In IOP Conference Series: Materials Science and Engineering , 1145 (1), 012074.
  • 21. Shetty, M S 2017. Concrete Technology: Theory and Practice, Seventh ed., Ram Nagar, New Delhi.
  • 22. Zongjin, Li 2011. Advanced Concrete Technology, First ed. Hoboken, New Jersey.
  • 23. Duan, Z H et al. 2013. Prediction of compressive strength of recycled aggregate concrete using artificial neural networks. Construction and Building Materials, 40, 1200-1206.
  • 24. Neville, A M 2003. Properties of Concrete, Wiley, New York.
  • 25. Bisht, K et al. 2020. Gainful utilization of waste glass for production of sulphuric acid resistance concrete, Constr. Build. Mater. 235, 117486.
  • 26. Massana, J et al. 2018. Influence of nano-and micro-silica additions on the durability of a high-performance self-compacting concrete. Construction and Building Materials, 165, 93-103.
  • 27. El-Attar, M.M and Ali, H.A 2016. Reusing of marble and granite powders in self-compacting concrete for sustainable development, J. Clean. Prod. 121, 19-32.
  • 28. Perlot C et al. 2006. Influence of cement type on transport properties and chemical degradation: Application to nuclear waste storage. Materials and structures 2006, 39(5): 511-23.
  • 29. Shink, M 2003. Compatibilité élastique, comportement mécanique et optimisation des bétons de granulats légers.Thèse de doctorat.Université Laval, Québec.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-38b33716-2adc-47e4-82f4-6377c263677b
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