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Mechanical and rheological properties of self-compacting concrete containing slag and natural zeolite | ||
| AUT Journal of Civil Engineering | ||
| مقاله 7، دوره 4، شماره 1، خرداد 2020، صفحه 81-90 اصل مقاله (1.18 M) | ||
| نوع مقاله: Research Article | ||
| شناسه دیجیتال (DOI): 10.22060/ajce.2019.13039.5314 | ||
| نویسندگان | ||
| H. Bayat1؛ A.A. Ramezanianpour* 2؛ A.M. Ramezanianpour3؛ P. Farnood Ahmadi4؛ A. Naghizade1 | ||
| 1Concrete Technology & Durability Research Center, Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran | ||
| 2Professor of Department of Civil and Environmental Engineering, Concrete technology and durability research center, Amirkabir University of Technology, Tehran, Iran | ||
| 3Department of Civil Engineering, The University of Tehran , Tehran, Iran | ||
| 4Concrete Technology & Durability Research Center, Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran | ||
| چکیده | ||
| Self-compacting concrete has been considered as a step towards progress in concrete technology in recent years. Self-compacting concrete mixtures can be used in different structures with heavy reinforcement such as bridges, walls and foundations, without bleeding and segregation. The utilization of new materials such as natural and by-product materials that could probably decrease the CO2 emission of cement factories, is the main goal of this study. In this study in order evaluate the results of fresh and hardened properties of self-compacting concrete, Portland cement was replaced by (5%, 10% and 15%) natural zeolite and (20%, 30% and 40%) slag in the binary mixtures. The mixtures incorporating ternary cementitious blends (ZS20, ZS30 and ZS40) were made with 10% zeolite and (20%, 30% and 40%) slag. These materials are acting both as the cementitious admixtures as well as the fine filler in self-compacting concrete. Properties such as slump flow, J-ring, V-funnel and T50 were investigated for evaluating the fresh properties of self-compacting concrete mixtures. Also mechanical test such as compressive strength of hardened concretes was carried out. Replacement of supplementary cementitious materials improved the compressive strength of mixtures especially at later ages. At 180 days, the highest compressive strength of mixtures containing zeolite, slag and ternary mixtures belonged to Z10, S30 and ZS30 with 58.5, 58 and 58.7 MPa respectively. | ||
| کلیدواژه‌ها | ||
| Self-consolidating concrete؛ Slag؛ Zeolite؛ Fresh properties؛ Compressive strength | ||
| موضوعات | ||
| تکنولوژی بتن | ||
| مراجع | ||
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[1] Habert, G., Espinose De Lacaillerie, and Roussel, N., “An environmental evaluation of geopolymer based concrete production: Reviewing current research trends,” J. Clean. Prod., vol. 19, no. 11, pp. 1229–1238, 2011.
[2] Mahdikhani, M., and Ramezan.ianpour, A.A., “New methods development for evaluation rheological properties of self-consolidating mortars,” Constr. Build. Mater., vol. 75, pp. 136–143, 2015.
[3] Saleh Ahari, R., Erdem, T.K., and Ramyar, K., “Time-dependent rheological characteristics of self-compacting concrete containing various mineral admixtures,” Constr. Build. Mater., vol. 88, pp. 134–142, 2015.
[4] Bouzoubaa, N., and Lachemi, M., Self-compacting concrete incorporating high volumes of class F fly ash: Preliminary results,” Cem. Concr. Res., 31(3): pp. 413-420, 2001.
[5] Dehwah, H., “Mechanical properties of self-compacting concrete incorporating quarry dust powder, silica fume or fly ash,” Constr. Build. Mater., 26(1): p. 547-551. 2012.
[6] Uysal, M., and Yilmaz, K.,” Effect of mineral admixtures on properties of self-compacting concrete,” Cem. Concr. Compos., 33(7): p. 771-776, 2011.
[7] Sahmaran, M., Christianto, H.A., and Yaman, I.O., “The effect of chemical admixtures and mineral additives on the properties of self- compacting mortars,” Cem. Concr. Compos., 28(5): p. 432-440, 2006.
[8] Liu, M., “Self-compacting concrete with different levels of pulverized fuel ash,” Constr. Build. Mater., 24(7): p. 1245-1252, 2010.
[9] El-Dieb, A., and Reda Taha, M., “Flow characteristics and acceptance criteria of fiber-reinforced self-compacted concrete (FR-SCC),” Constr. Build. Mater., 27(1): p. 585-596, 2012.
[10] Okamura, H., “Self-compacting high-performance concrete,” Concrete International-Design and Construction, 19(7): p. 50-54, 1997.
[11] Okamura, H., Maekawa, K., and Ozawa, K., “High performance concrete” Gihoudou Pub, Tokyo, 1993.
[12] Jalal, M., Fathi, M., and Farzad, M., “Mechanics of Materia ls Effects of fly ash and TiO 2 nanoparticles on rheological , mechanical , microstructural and thermal properties of high strength self compacting concrete,” Int. J. Mech. Mater., vol. 61, pp. 11–27, 2013.
[13] Kuder, K., Lehman, D., Berman, J., Hannesson, G., and Shogren, R., “Mechanical properties of self consolidating concrete blended with high volumes of fly ash and slag,” Constr. Build. Mater., vol. 34, pp. 285–295, 2012.
[14] Su, N., Hsu, K., and Chai, H., “A simple mix design method for self- compacting concrete,”vol. 31, pp. 1799–1807, 2001.
[15] Sobolev, K., and Amirjanov, A., “Application of genetic algorithm for modeling of dense packing of concrete aggregates,” Constr. Build. Mater., vol. 24, no. 8, pp. 1449–1455, 2010.
[16] Mehta, PK., “Global concrete industry sustainability: tools for moving forward to cut carbon emissions,” In: Concrete international, p. 45–8, 2009.
[17] Malhotra, M., “Reducing CO2 emissions: the role of fly ash and other supplementary cementitious materials,” In: Concrete international, p. 42–45, 2006.
[18] Saleh, R., Kemal, T., and Ramyar, K., “Permeability properties of self- compacting concrete containing various supplementary cementitious materials,” Constr. Build. Mater., vol. 79, pp. 326–336, 2015.
[19] Zhao, H., Sun, W., Wu, X., and Gao, B., “The properties of the self- compacting concrete with fly ash and ground granulated blast furnace slag mineral admixtures,” J. Clean. Prod., vol. 95, pp. 66–74, 2015.
[20] Nehdi, M., Pardhan, M., Koshowski, S., “Durability of self-consolidating incorporating high-volume replacement composite cements,” Cem. Concr. Res 34, pp. 2103-2112, 2004.
[21] Ranjbar, M.M., Madandoust, R., Mousavi, S.Y., Yosefi, S., “Effects of natural zeolite on the fresh and hardened properties of self-compacted concrete,” Constr. Build. Mater., vol. 47, pp. 806–813, 2013.
[22] Sabet, F.A., Libre, N.A., Shekarchi, M., “Mechanical and durability properties of self consolidating high performance concrete incorporating natural zeolite , silica fume and fly ash,” Constr. Build. Mater., vol. 44, pp. 175–184, 2013.
[23] Ramezanianpour, A.A., Samadian, M., and Mahdikhani, M., “Engineering propreties and durability of self-compacting concretes (SCC) containing volcanic pumice ash,” Asian journal of civil engineering, vol. 13, no. 4, pp. 521–530, 2012.
[24] Mahdikhani, M., Amini, S.N., and Bayat, H., “Rheological Properties , Segregation Resistance and Compressive Strength of Self-Consolidating Lightweight Concrete incorporating Natural Zeolite,” pp. 7–8, 2014.
[25] ASTM C 150,”Standard Specification for Portland Cement,” 2007.
[26] ASTM C 989, “ Standard Specification for Ground Granulated Blast- Furnace Slag for Use in Concrete and Mortars,” 2004.
[27] ASTM C 618,”Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pzzolan for Use in Concrete,” 2005.
[28] ASTM C 109,” Standard Test Method for Compressive Strength of Hydraulic Cement Mortars,” 2001.
[29] ASTM C 127-88,”Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate,” 2001.
[30] ASTM C 128-88,”Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption pf Fine Aggregate;” 2001.
[31] ASTM C 494,”Standard Specification for Chemical Admixtures for Concrete”, 2004.
[32] Khayat, KH., Bickley, J., Lessard M.,”Performance of self-compacting concrete for casting basement and foundation walls,”ACI Mater J, 374- 80, 2000.
[33] EFNARC,”Specification and Guidelines for self-compacting concrete,” European Federation of National Associations Representing for Concrete, 2005.
[34] Boukendakdji, O., Kadri, E.H., Kenai, S.,”Effects of granulated blast furnace slag and superplasticizer type on the fres properties and compressive strenght of self-compacting concrete,” Cem. Concr. Compos., no. 4, pp. 583-590, 2012.
[35] Ramezanianpour, A.A., Sorori, M., Kazemian, A.,”Rheological and durability properties of Eco-SCC incorporating Zeolite against Chloride attack,” National Congress of Self-compacting concrete, Iran, 2011. | ||
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