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Durability of high performance sandcretes (HPS) in aggressive environment

  • Benamara, Dalila (Civil Engineering Laboratory, Ziane Achour University) ;
  • Tebbal, Nadia (Institute of Technical Urban Management, Geomaterials Development Laboratory, University of M'sila) ;
  • Rahmouni, Zine El Abidine (Geomaterials Development Laboratory, Civil Engineering Department, Faculty of Technology, M'sila University)
  • Received : 2019.01.14
  • Accepted : 2019.06.15
  • Published : 2019.11.25

Abstract

High performance sandcretes (HPS) are new concretes characterized by particles having a diameter less than 5 mm, as well as very high mechanical strength and durability. This work consists in finding solutions to make sandcretes with good physico-mechanical and durability properties for this new generation of micro-concrete. However, upgrading ordinary sandcrete into high performance sandcrete (HPS) requires a thorough study of formulation parameters (equivalent water/binder ratio, type of cement and its dosage, kind and amount of super plasticizer, and gravel/sand ratio). This research study concerns the formulation, characterization and durability, in a sulphate environment, of a high performance sandcrete (HPS), made from local materials. The obtained results show that the rheological properties of fresh concrete and mechanical strength differ with the mineralogy, density and grain size distribution of sands and silica fume used.

Keywords

References

  1. Achoura, D. and Redjel, B. (2005), "Amelioration de la qualite des betons de sable par incorporation de fillers de laitier granule d'El-Hadjar", Le 4eme Symposium International sur la Construction, Chlef, Algeria.
  2. Aitcin, P.C. (2001), Betons Haute Performance, Edition, Eyrolles, Paris.
  3. Alexander, K.M. (1972). "The relationship between strength and the composition and fineness of cement", Cement Concrete Res., 2(6), 663-680. https://doi.org/10.1016/0008-8846(72)90004-X
  4. Arliguie, G. and Hormain, H. (2007), "Recommandation AFREM. Betons. Determinatio n de la masse volumique apparente et de la porosite accessible a l'eau", Presses de L'Ecole National des Ponts et Chaussees,
  5. ASTM C109/C109M - 16a Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or (50-mm) Cube Specimens).
  6. Bederina, M., Laidoudi, B., Goullieux, A., Khenfer, M.M., Bali, A. and Queneudec, M. (2009), "Effect of the treatment of wood shavings on the physio-mechanical characteristics of wood sand concretes", Constr. Build. Mater., 23(3), 1331-1315.
  7. Bederina, M., Marmoret, L., Mezreb, K., Khenfer, M.M., Bali, A. and Queneudec, M. (2007), "Effect of the addition of wood shavings on the termal conductivity of sand concrets: Experimental study and modeling", Constr. Build. Mater., 21(3), 662-668. https://doi.org/10.1016/j.conbuildmat.2005.12.008
  8. Belouadah, M., Rahmouni, Z.E.A. and Tebbal, N. (2018), "Effects of glass powder on the characteristics of concrete subjected to high temperatures", Adv. Concrete Constr., 6(3), 311-322. https://doi.org/10.12989/ACC.2018.6.3.311
  9. Bumanis, G., Toropovs, N., Dembovska, L., Bajare, D. and Korjakins, A. (2015), "The effect of heat treatment on the properties of ultra high strength concrete", Environment. Technology. Resources, Rezekne, Latvia, Proceedings of the 10th International Scientific and Conference, I, 22-27.
  10. Chadli, M., Mekki, M. and Mezghiche, B. (2018), "Formulation and study of metal fiber-reinforced reactive powder concrete", World J. Eng., 15(4), 531-539. https://doi.org/10.1108/WJE-04-2017-0094
  11. Gadri, K., Guettela, A. and Zeghichi, L. (2012), "Effect of silica fume in sand concrete for repair purposes. Concrete in the low carbon era", Proceedings of the International Conference, Dundee-Scotland-UK.
  12. Guettela, A., Mezghiche, B. and Chebili, R. (2002), "Strength comparaison between rolled sand concrete and dune sand concrete", Courrier du Savoir-$N^{\circ}02$, Juin, 85-89.
  13. NF EN 12350-2 Essais pour Beton Frais-Partie 2: Essai d'affaissement.
  14. NF EN 12390-4 and EN 12390-5, Essai Pour Beton Durci, Partie 5: Resistance a la Flexion sur eprouvettes.
  15. NF EN 933-1 (2006), Essais pour Determiner les Caracteristiques Geometriques des Granulats-Partie 1: Determination de la Granularite - Analyse Granulometrique par Tamisage.
  16. NF P-15-433, Methods of Testing Cement, Determination of Shrinkage and Swelling.
  17. Rmili, A. and Ben Ouezdou, M. (2012), "Valorization of the crushed sand and of the desert sand in the composition of the self compacting concrete", MATEC Web of Conferences 2, 01001, 1-9.
  18. Rmili, A., Ouezdou, M.B., Added, M. and Ghorbel, E. (2009), "Incorporation of crushed sands and Tunisian Desert Sands in the composition of self compacting concretes part II: SCC fresh and hardened states characteristics", Int. J. Concrete Struct. Mater., 3(1), 11-14. https://doi.org/10.4334/IJCSM.2009.3.1.011
  19. Sablocrete (1994), Beton de Sable: Caracteristiques et Pratiques d'utilisation, Presses de l'ecole Bationale des Ponts et Chaussees, France.
  20. Sadok, AH., Foudhil, CI. and Si-Tayeb, S. (2014), "Simplified method design of high-performance concrete with and without steel fiber [Methode simplifiee de formulation d'un beton a haute performance avec et sans fibre metallique", MATEC Web of Conferences, 11, 01044,
  21. Santosh, M. and Khadiranaikar, R.B. (2014), "Study on the durability characteristics of reactive powder concrete", Int. J. Struct. Civil Eng. Res., 3(2), May.
  22. Tebbal, N. and Rahmouni, Z. (2016), "Influence of local sand on the physicomechanical comportment and durability of high performance concrete", Adv. Civil Eng., 2016, Article ID 3897064, 10.
  23. Tebbal, N., Rahmouni, Z. and Belagraa, L. (2016), "Combined effect of granulated slag and silica fume on the characteristics of high performance concrete", Int. Rev. Civil Eng., 7(2), 41-49. https://doi.org/10.15866/irece.v7i2.9039
  24. Tebbal, N., Rahmouni, Z. and Maza, M. (2017), "Combined effect of silica fume and additive on the behavior of high performance concretes subjected to high temperatures", Min. Sci., 24, 129-145.
  25. Yusuf, S. and Hamza, A.A. (2011), "Comparing the compressive strength of six and nine inches hand moulded sandcrete block", J. Eng. Appl. Sci., 3, 64-69.