Abstract
Concretes are subjected to several kinds of shrinkage strains which represent the variations in volume, resulting from the composition and the dosage of the cement hydration, and are governed by various physical and chemical aspects. The use of perlite (PER) and natural pozzolan (PZN), which are available in large quantities and with low cost in our country, yields a very important economic and environmental impact to the construction industry. We are interested in investigating the effect of PER and PZN in variation volumes due to the shrinkage of concretes. The aim of this work is to study the effect of Maghnia perlite incorporation, in comparison and in association with the PZN of the Beni-Saf region, on the evolution of the deformations (shrinkage: endogenous and exogenous shrinkage) of concretes at substitution rates ranging from 10 to 20 and 30%. In parallel, a comparison will be made to see the mineral effect on the composition of concrete. Separate quantification of the endogenous and exogenous shrinkage showed the effective contribution of each addition to the microstructure modifier and the production of additional hydrates. The microstructure has proved the presence of perlite in comparison with the study of the obtained experimental results with the prediction of deformation of shrinkage according to Eurocode2 (EC2). This was done to analyze the evolution of shrinkage strain with PER and PZN-concrete composite ages with several rates of PER and PZN additions. According to the obtained results, PER and PZN additions act to reduce the shrinkage strains of PER and PZN-concrete composites which promote the use of these modified concrete eco-materials in the field of the construction industry.
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References
Acker, P. (1988). Comportement mécanique du béton: Apports de l’approche physico-chimique. Rapport de Recherche LPC, No 152, p. 122.
ASTM C1437-01. (2001). Standard test method for flow of hydraulic cement mortar, Annual book of ASTM standards.
Çavdar, A., & Yetgin, Ş. (2007). Availability of Tuffs from Northeast of Turkey as natural pozzolan on cement, some chemical and mechanical relationships. Construction and Building Materials, 21(12), 2066–2071.
Colak, A. (2003). Characteristics of pastes from a Portland cement containing different amounts of natural pouzzolan. Cement and Concrete Research, 33, 585–593.
Dreux, G. (1979). Nouveau guide du béton (Eyrol)
Gupta, S. M., et al. (2005). Shrinkage of high strength concrete. In: 30th conference on our world in concrete& structures, 23–24 August, Singapore.
Işıkdağ, B. (2015). Characterization of lightweight ferro cement panels containing expanded perlite-based mortar. Construction and Building Materials, 31(2015), 15–23.
Jensen, O. M., & Hansen, P. F. (1999). Influence of temperature on autogenous deformation and relative humidity change in hardening cement paste. Cement and Concrete Research, 29, 567–575.
Loukili, A., Chopin, D., Khelidj, A., Le Touzo, J. Y. (2000). A new approach to determine autogenous shrinkage of mortar at an early age considering temperature history. Cement and Concrete Research, 30, 915–922.
Mehta, P. K. (1989). Pozzolanic and cementitious by-products in concrete: An other look. In Proceedings of the 3th CANMET/ACI international conference on fly ash, silica fume, slag and natural pozzolans in concrete, Trondheim, pp. 1–43.
Mouli, M. (2006). Study of the physical and mechanical properties of pozzolana for the manufacture of lightweight concretes and high performance concretes. Doctoral thesis USTMB of Oran.
NA 442. (2005). Cement—Composition, specifications and conformity criteria for common cements. Edition number: 3. Algeria.
Najafi Kani, E., et al. (2011). Investigating shrinkage changes of natural pozzolan based geopolymer cement paste. Iranian Journal of Materials Science & Engineering 8(3), 50–60.
NF P 15-433. (1994). Methods for testing cements—Determination of shrinkage and swelling. European Standardization Committee (CEN). AFNOR, Paris.
NP EN 1992-1-1. (2004). Euro-code 2 Part 1.1: Design of concrete Structures, part 1-1: General rules and rules for buildings (p. 227). Brussels: Comité Européen de Normalisation (CEN).
Shin, A. H.-C., et al. (2011). Thermal conductivity of ternary mixtures for concrete pavements. Cement & Concrete Composites home review. http://www.elsevier.com/locate/cemconcomp.
Tim, A., et al. (2011). Compressive strength and shrinkage of mortar containing various amounts of mineral additions. Construction and Building Materials, 25(2011), 3603–3609.
Turcry, P., Loukili, A., Barcelo, L., & Casabonne, J. M. (2002). Can the maturity concept be used to separate the autogenous shrinkage and thermal deformation of a cement paste at early age. Cement and Concrete Research, 32, 1443–1450.
Yang, J., et al. (2017). Influence of curing time on the drying shrinkage of concretes with different binders and water-to-binder ratios. Advances in Materials Science and Engineering, 2017, 10, Article ID 2695435.
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This work was carried out with the financial contribution of the Ministry of Higher Education and of the Scientific Research of Algeria under the subsidies of the CNEPRU project.
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Chaib, O., Mouli, M., Benosman, A.S. et al. Study of the effects of shrinkage on concretes based on pozzolana and perlite. Asian J Civ Eng 19, 287–294 (2018). https://doi.org/10.1007/s42107-018-0025-4
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DOI: https://doi.org/10.1007/s42107-018-0025-4