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Tytuł artykułu

Effect of cement dosing without additions (CPA) on high-performance and ordinary concrete based glass powder as fine partial cement replacement - a comparative study

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The main objective of this paper research is a comparative study on the effect of the glass powder (GP) substitute from collected and recycled glass waste, as a fine partial cement replacement on the mechanical performance and durability of high performance concrete (HPC) and ordinary concrete (OC). For this two cement dosing were used of 400 kg/m3 to formulate OC and 450 kg/m3 to formulate HPC, and GP as considered binder like cement and not as fine addition, hence binder represent the sum of cement with GP (L=C+GP) with which will be made our two concretes formulation. Two ratios were used for the Water/Binder (W/B), the first W/B=0.35 for the HPC and the second W/B=0.5 for the OC, this ration is very important to fix the concentration of superplasticizer. A percentage of 10% and 20% substitution of cement CPA without additions noted CEM I 52.5 by the glass powder with fineness of 3600 cm 2/g are used. The evaluation of the compressive strength was followed from 7 to 365 days in order to study the behavior of the GP at different ages affected by the cement dosing and the ratio W/B compared to the reference concrete without GP for the two concretes HPC and OC. At 28 days the strengths of concretes with GP is affected by the replacement of a quantity of cement since the two reference concretes were superior but beyond this age an inverse behavior is noticed such that results obtained at age of 365 days seem to be advantageous in terms of savings in the quantity of cement used by interpreting the compressive strength, and the decrease in quantity of water in the mixtures offers a remarkable difference between the two concretes studied by using 20 % of GP as replacement of cement.
Rocznik
Strony
17--31
Opis fizyczny
Bibliogr. 28 poz., rys., tab., wykr.
Twórcy
  • Department of Civil Engineering, Laboratory of LGEA, University of Mouloud Mammeri, Tizi Ouzou, 15000, Algeria
  • Department of Civil Engineering, Laboratory of LGEA, University of Mouloud Mammeri, Tizi Ouzou, 15000, Algeria
Bibliografia
  • 1. Jani Y, Hogland W. (2014). Waste glass in the production of cement and concrete – A review. Journal of Environmental Chemical Engineering, 1767–1773.
  • 2. Aliabdo A A, Abd Elmoaty A E M, Aboshama A Y. (2016).Utilization of waste glass powder in the production of cement and concrete. Construction and Building Materials, 124. 867–875.
  • 3. Nehar, K. C. and Benamara, D. (2021). Experimental study and modeling of the mechanical behavior of recycled aggregates-based high-strength concrete. Frattura ed Integrità Strutturale, 15(56): 203–216.
  • 4. Mesboua, N, Benyounes K, Kennouche S, Ammar Y, Benmounah A, and Kemer H. (2021). Calcinated Bentonite as Supplementary Cementitious Materials in Cement-Based Mortar. Journal of Applied Engineering Sciences, 11 (1): 23-32.
  • 5. Tayeh, Bassam A, Doha M Al Saffar, and Rayed Alyousef. (2020). The utilization of recycled aggregate in high performance concrete: a review. Journal of Materials Research and Technology, 9 (4): 8469-8481.
  • 6. Marvila, Markssuel Teixeira, Jonas Alexandre, Afonso RG de Azevedo, and Euzébio Bernabé Zanelato. (2019). Evaluation of the use of marble waste in hydrated lime cement mortar based. Journal of Material Cycles and Waste Management, 21 (5): 1250-1261.
  • 7. Hongjian D, Kiang H T. (2013). Use of waste glass as sand in mortar: Part II – Use of waste glass as sand in mortar: Part II – Alkali–silica reaction and mitigation methods. Cement Concrete Composite, 35: 118–126.
  • 8. Limbachiya, M., Meddah, M S., Fotiadou, S. (2012). Performance of granulated foam glass concrete. Construction and Building Materials, 759-768.
  • 9. Kiang H T and Du H. (2013). Use of waste glass as sand in mortar: Part I – Fresh, mechanical and durability properties. Cement & Concrete Composites, 35, pp. 109–117.
  • 10. Khmiri, A., Samet, B., Chaabouni, M. (2012). Assessement of the waste glass powder pozzolanic activity by different methods. International Journal of Research Review in Applied Science, 10: 322-328.
  • 11. Idir R, Cyr M, Tagnit-Hamou A. (2010). Use of fine glass as ASR inhibitor in glass aggregate mortars, Construction and Building Materials, 24: 1309 –1312.
  • 12. Idir, R., Cyr, M., Tagnit-Hamou, A. (2011). Potential pozzolanicity of glass cullet fines and aggregates. Annales du Bâtiment et des Travaux Publics, 28-34.
  • 13. Bhandari, P S and Tajne, K M. (2013). Use of waste glass in cement mortar. International Journal of Civil and Structural Engineering, 3: 704-711.
  • 14. Matos, A M., Sousa-Coutinho, J. (2016). Waste glass powder in cement: Macro and micro scale study. Advances in Cement Research, 28 (7): 423-432.
  • 15. Sadiqul Islam, G M., Rahman, M H., Kazi, N. (2017). Waste glass powder as partial replacement of cement for sustainable concrete practice. International Journal of Sustainable Built Environment, (6): 37–44.
  • 16. Redden R, Neithalath N. (2014). Microstructure, strength, and moisture stability of alkali activated glass powder-based binders. Cement and Concrete Composites, 45:46-56.
  • 17. Boucheneb Y, Mehaddene R, Kemer H. (2023). Experimental characterization of the mechanical properties of concrete based on glass-powder. Journal of Applied Engineering Sciences, 13(26): 27-38.
  • 18. Belouadah, M., Rahmouni, Z.E.A and Tebbal, N. (2018). Effects of glass powder on the characteristics of concrete subjected to high temperatures. Advances in Concrete Construction, 6(3): 311-322.
  • 19. Adil Sultan M, Jawad M, Muzffar Iqbal M, Ghafoor I, Farooq U, Din U S and Mushtaq A. (2023). A comparative study: Effects of fineness of cement on consistency and compressive strength of different branded cement in Pakistan. Journal of Applied Engineering Sciences, 13(26): 9 – 16.
  • 20. Khattab M, Hachemi S, benzett H. (2022). Effects of cement quantity on the behavior of recycled concrete aggregates.1st International Conference on Innovative Academic Studies. Konya, Turkey.
  • 21. Merabti S. (2022). Effect of concrete class, maximum aggregate size, and specimen size on the compressive strength of cores and cast specimens. Advances in Materials Science, 22(4): 21-31.
  • 22. Amin M, Saad Agwa I, Mashaan N, Mahmood S, Mahmoud H. (2023). Investigation of the Physical Mechanical Properties and Durability of Sustainable Ultra-High Performance Concrete with Recycled Waste Glass Abd-Elrahman. Sustainability, 15(4), 3085.
  • 23. Almeshal I, Al-Tayeb M M, Qaidi S M A, Abu Bakar B H, Tayeh B A. (2022). Mechanical properties of eco-friendly cements-based glass powder in aggressive medium. Materials Today: Proceedings, 58(4): 1582-1587.
  • 24. Behim M, Boucetta T. A. (2013). Valorisation du verre à bouteille comme addition fine dans les bétons autoplaçants. Déchets Sciences et Techniques, 65: 20-28.
  • 25. Zidol A. (2014) Durabilité en milieux agressifs des bétons contenant de la poudre de verre. Thèse de Doctorat, Université de Sherbrooke, Canada, 234.
  • 26. Adaway M, Wang Y. (2015). Recycled glass as a partial replacement for fine aggregate in structural concrete – Effects on compressive strength. Electronic Journal of Structural Engineering, 14(1): 116 – 122.
  • 27. Chekireb S. (2015). Valorisation de la poudre de verre dans le béton autoplaçant. University of Sherbrooke.
  • 28. Shao Y, Thibaut L, Shylesh M, and Damian R. (2000). Studies on concrete containing ground waste glass. Cement and Concrete Research 30 (1): 91-100.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4056e233-e980-4acf-ba6f-5ca4c9dc58c9
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