Rheological properties of self-consolidating concrete made by crushed waste tile aggregates

محورهای موضوعی : Structural Engineering

Mahdi Mahdikhani ¹ (Faculty of Civil Engineering, Imam Khomeini International University, Qazvin, Iran.)
Fatemeh Safikhani ² (Master of Science in Structural Engineering, Department of Geomatics Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran)

تاریخ دریافت : 1397/04/02 تاریخ پذیرش : 1397/07/02 تاریخ انتشار : 1397/06/10

کلید واژه: SCC, fresh properties, self-consolidating concrete, recycled aggregates, rheometer test, natural aggregates,

چکیده مقاله :

In recent decades, the use of self-consolidating concrete has become widespread. Hence, recognizing the various properties of self-consolidating concrete are essential. In this study, several mixture designs have been tested and final mixture design of crushed tile aggregates which were replaced by 0%, 25 %, 50%, and 100% volume percentage of natural aggregates were conducted. To evaluate fresh properties of SCC, slump flow and rheometer tests were carried out. Results show that the percentage of fine aggregates has a significant impact on the properties of self-consolidating concrete. In addition, the results of rheometer test show by increasing the percentage of recycled aggregates increases yield stress and plastic viscosity, significantly.

منابع و مأخذ:

[1] Ramezanpour A., Kazemian A., 1396, Self-compacting Concrete: Technology and Application, Tehran: Amirkabir University of Technology Publishing, 107 pages

[2] Herbudiman, Bernardinus, and Adhi Mulyawan Saptaji. "Self-compacting concrete with recycled traditional roof tile powder." Procedia Engineering 54 (2013): 805-816.

[3] Uygunoğlu, Tayfun, İlker Bekir Topçu, and Atila Gürhan Çelik. "Use of waste marble and recycled aggregates in self-compacting concrete for environmental sustainability." Journal of cleaner production 84 (2014): 691-700.

[4] Tennich, Mohsen, Abderrazek Kallel, and Mongi Ben Ouezdou. "Incorporation of fillers from marble and tile wastes in the composition of concretes." Construction and building materials 91 (2015): 65-70.

[5] Kumar, BM Vinay, H. Ananthan, and K. V. A. Balaji. "Experimental studies on utilization of coarse and finer fractions of recycled concrete aggregates in self compampacting concrete mixes." Journal of Building Engineering 9 (2017): 100-108.

[6] González-Taboada, Iris, et al. "Prediction of self-compacting recycled concrete mechanical properties using vibrated recycled concrete experience." Construction and Building Materials 131 (2017): 641-654.

[7] Ghodousi P, Dolatiar, Investigating the effect of grain boundary curves of the national method of concrete mixture mix in Iran on the behavior of fresh concrete self-compacting, Third International Conference on Concrete and Development, Tehran, Building and Housing Research Center, 2009.

[8] Shokrkishzade M., Libern, Mahvutian M., Mehdi Pour, Effect of aggregate aggregation on the properties of new and hardened self-compacting concrete, first self-building concrete workshop, Tehran, University of Tehran, Institute of Technical Engineering, Faculty of Engineering, 2006.

[9] Reza Farokhzad, Mahdi Mahdikhani, Amir Bagheri, Jamshid Baghdadi, Representing a logical grading zone for self-consolidating concrete, Construction and Building Materials, Volume 115, 15 July 2016, Pages 735-745

[10] F. Bektas, K. Wang, H. Ceylan, Effects of crushed clay brick aggregate on mortar durability, Constr. Build. Mater., 23 (2009), pp. 1909-1914

[11] J. Khatib, Properties of concrete in corporating fine recycled aggregate, Cem. Concr. Res., 35 (2005), pp. 763-769

[12] C.S. Poon, D. Chan, Paving blocks made with recycled concrete aggregate and crushed clay brick, Constr. Build. Mater., 20 (2007), pp. 569-577

[13] F. Bektas, K. Wang, H. Ceylan, Effects of crushed clay brick aggregate on mortar durability, Constr. Build. Mater., 23 (2009), pp. 1909-1914

[14] A. Akhtaruzzamana, A. Hasnat, Properties of concrete using crushed brick as aggregate, Concr. Int., 2 (1983), pp. 58-63

[15] A.R. Khaloo, Properties of concrete using crushed clinker brick as coarse aggregate, ACI Mater. J., 91 (1994), pp. 401-407

[16] A.K. Padmini, K. Ramamurthy, M.S. Mathews, Behaviour of concrete with low-strength bricks as lightweight coarse aggregate, Mag. Concr. Res., 53 (2001), pp. 367-375

[17] J. De Brito, A.S. Pereira, J.R. Correia, Mechanical behaviour of non-structural concrete made with recyled ceramic aggregates, Cem. Concr. Compes., 27 (2005), pp. 429-433

[18] J.R. Correia, J. De Brito, A.S. Pereira, Effects on concrete durability of using recycled ceramic aggregates, Mater. Struct., 39 (2007), pp. 169-177

[19] F. Debieb, S. Kenai, The use of coarse and fine crushed bricks as aggregate in concrete, Constr. Build. Mater., 22 (2008), pp. 886-893

[20] M.A. Rashid, T. Hossain, A. Islam, Properties of higher strength concrete made with crushed brick as coarse aggregate, J. Civ. Eng., 37 (2009), pp. 43-52

[21] F. Bektas, K. Wang, H. Ceylan, Effects of crushed clay brick aggregate on mortar durability, Constr. Build. Mater., 23 (2009), pp. 1909-1914

[22] P. Cachim, Mechanical properties of brick aggregate concrete, Constr. Build. Mater., 233 (2009), pp. 1292-1297

[23] Mahdi Mahdikhani, Omid Bamshad, Mohammad Fallah Shirvani, Mechanical properties and durability of concrete specimens containing nano silica in sulfuric acid rain condition, Construction and Building Materials, Volume 167, 10 April 2018, Pages 929-935

[24] Ali A. Ramezanianpour, E. Ghiasvand, I. Nickseresht, M. Mahdikhani, F. Moodi, Influence of various amounts of limestone powder on performance of Portland limestone cement concretes, Cement and Concrete Composites, Volume 31, Issue 10, November 2009, Pages 715-720

[25] I.B. Topcu, M. Canbaz, Utilization of crushed tile as aggregate in concrete, Iran. J. Sci. Technol. Trans. B Eng., 31 (2007), pp. 561-565

[26] F. Torgal, S. Jalali, Reusing ceramic wastes in concrete, Constr. Build. Mater., 24 (2010), pp. 832-838

[27] F. Torgal, S. Jalali, Compressive strength and durability properties of ceramic wastes based concrete, Mater. Struct., 44 (2011), pp. 155-167

[28] D. Tavakoli, A. Heidari, M. Karimian, Properties of concretes produced with waste ceramic tile aggregate, Asian J. Civ. Eng., 14 (2013), pp. 369-382

[29] R.M. Senthamarai, P. Devadas Manhoharan, D. Gobinath, Concrete made from ceramic industry waste: durability properties, Constr. Build. Mater., 25 (2011), pp. 2413-2419

[30] R.M. Senthamarai, M.P. Devadas, Concrete with ceramic waste aggregate, Cem. Concr. Compos., 27 (2005), pp. 910-913

[31] C. Medina, M.I. Sanchez de Rojas, M. Frias, Reuse of sanitary ceramic wastes as coarse aggregate in eco-efficient concretes, Cem. Concr. Compos., 40 (2012), pp. 21-29

[32] C. Medina, M.I. Sanchez de Rojas, M. Frias, Properties of recycled ceramic aggregate concretes: water resistance, Cem. Concr. Compos., 40 (2013), pp. 21-29

[33] I. Guerra, I. Vivar, B. Llamas, A. Juan, J. Moran, Eco-efficient concretes: the effects of using recycled ceramic material from sanitary installations on the mechanical properties of concrete, Waste Manag., 29 (2009), pp. 643-646

[34] N. Ay, M. Ünal, The use of waste ground ceramic in cement production, Cem. Concr. Res., 30 (2000), pp. 497-499

[35] L. Turanli, F. Bektas, P.J.M. Monteiro, Use of ground clay brick as a pozzolanic material to reduce the alkali silica reaction, Cem. Concr. Res., 33 (2003), pp. 1539-1542

[36] B. Topcu, T. Bilir, Experimental investigation of drying shrinkage cracking of composite mortars incorporating crushed tile fine aggregate, Mater. Des., 31 (2010), pp. 4088-4097

[37] Mahdi Mahdikhani, Ali Akbar Ramezanianpour, New methods development for evaluation rheological properties of self-consolidating mortars, Construction and Building Materials, Volume 75, 30 January 2015, Pages 136-143

[38] Sajad Yaseri, Mahdi Mahdikhani, Ashkan Jafarinoor, Vajihollah Masoomi Verki, Seyed Mohsen Ghiasian, The development of new empirical apparatuses for evaluation fresh properties of self-consolidating mortar: Theoretical and experimental study, Construction and Building Materials, Volume 167, 10 April 2018, Pages 631-648

[39] Norma, A. S. T. M. "C494-13, Standard Specification for Chemical Admixtures for Concrete." Book of ASTM Standards4,2013.

[40] ASTM, C. "Standard test method for sieve analysis of fine and coarse aggregates." ،1984.

[41] Standard, A. S. T. M. "Standard test method for density, relative density (specific gravity), and absorption of fine aggregate." Annual Book of ASTM (American Society of Testing Material) Standards, 04.02. ASTM International West Conshohocken, PA, 2012.

[42] Cl27, A. S. T. M. "Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate."،2012.

[43] Vikan, H., and H. Justnes. "Influence of silica fume on rheology of cement paste." International RILEM Symposium on Self-Compacting Concrete. RILEM Publications SARL, 2003.

[44] BIBM, CEMBUREAU, and EFCA ERMCO. "e EFNARC,“The European Guidelines for Self Compampacting Concrete,” 2005."

 [45] González-Taboada, Iris, et al. "Self-compacting recycled concrete: Relationships between empirical and rheological parameters and proposal of a workability box." Construction and Building Materials 143 (2017): 537-546.