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Commenced in January 2007 Frequency: Monthly Edition: International Publications Count: 31198


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10011885
Effect of Rubber Treatment on Compressive Strength and Modulus of Elasticity of Self-Compacting Rubberized Concrete
Abstract:
This paper investigates the effects of different treatment methods of rubber aggregates for self-compacting concrete (SCC) on compressive strength and modulus of elasticity. SCC mixtures with 10% replacement of fine aggregate with crumb rubber by total aggregate volume and with different aggregate treatment methods were investigated. The rubber aggregate was treated in three different methods: dry process, water-soaking, and NaOH treatment plus water soaking. Properties of SCC in a fresh and hardened state were tested and evaluated. Scanning electron microscope (SEM) analysis of three different SCC patches were made and discussed. It was observed that applying the proposed NaOH plus water soaking method resulted in the improvement of fresh and hardened concrete properties. It resulted in a more uniform distribution of rubber particles in the cement matrix, a better bond between rubber particles and the cement matrix, and higher compressive strength of SCC rubberized concrete.
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References:

[1] Marques, A.C., Akasaki, J.L., Trigo, A.P.M., Marques, M.L.: Influence of the surface treatment of tire rubber residues added in mortars, The Ibracon Structures and Materials Journal, 1 (2008) 2, pp. 113- 120.
[2] Mohammadi, I., Khabbaz, H., Vessalas, K.: Enhancing mechanical performance of rubberised concrete pavements with sodium hydroxide treatment, Material and Structures, 49 (2016) 3, pp. 813-827.
[3] Onuaguluchi, O., Panesar, D.K.: Hardened properties of concrete mixtures containing pre-coated crumb rubber and silica fume, Journal of Cleaner Production, 82 (2014), pp. 125-131.
[4] Dong, Q.; Huang, N.; Shu, X. Rubber modified concrete improved by chemically active coating and silane coupling agent, Construction and Building Materials, 48 (2013), pp. 116-123.
[5] Pelisser, F., Zavarise, N., Longo, T.A., Bernardin, A.M.: Concrete made with recycled tire rubber: effect of alkaline activation and silica fume addition, Journal of Cleaner Production, 19 (2011), pp. 757-763.
[6] Li, G., Wang, Z., Leung, C.K.Y., Tang, S., Pan, J., Huang, W., Chen, E.: Properties of rubberized concrete modified by using silane coupling agent and carboxylated sbr., Journal of Cleaner Production, 112 (2016), pp. 797-807.
[7] Huang, B., Shu, X., Cao, J.: A two-staged surface treatment to improve properties of rubber modified cement composites. Construction and Building Materials, 40 (2013), pp. 270-274, https://doi.org/10.1016/j.conbuildmat.2012.11.014
[8] He, L.; Ma, Y.; Liu, Q.; Mu, Y.: Surface modification of crumb rubber and its influence on the mechanical properties of rubber-cement concrete, Construction and Building Materials, 120 (2016), pp. 403-407
[9] Nagarajan, C., Shanumugasundaram, P., Anmeeganathan, S.R. (2019). Properties of high strength concrete containing surface-modified crumb rubber, GRAĐEVINAR, 71 (7), 579-588, https://doi.org/10.14256/JCE.2312.2018
[10] European Committee for Standardization (CEN), EN 197-1:2012 Cement—Part 1: Composition, Specifications and Conformity Criteria for Common Cements, Brussels, Belgium, CEN, 2012.
[11] European Committee for Standardization (CEN), EN 1008:2002 Mixing Water for Concrete—Specification for Sampling, Testing and Assessing the Suitability of Water, Including Water Recovered from Processes in the Concrete Industry, as Mixing Water for Concrete, Brussels, Belgium, CEN, 2002.
[12] European Committee for Standardization (CEN), EN 12350-8:2010: Testing Fresh Concrete—Part 8: Self-Compacting Concrete—Slump Flow Test, Brussels, Belgium, CEN, 2010.
[13] European Committee for Standardization (CEN), EN 12390-3:2009: Testing Hardened Concrete—Part 3: Compressive Strength of Test Specimens, Brussels, Belgium, CEN, 2009.
[14] European Committee for Standardization (CEN), EN 12390-13:2013: Testing Hardened Concrete—Part 13: Determination of Secant Modulus of Elasticity in Compression, Brussels, Belgium, CEN, 2013.
[15] The European Guidelines for Self-Compacting Concrete. Available online: https://www.theconcreteinitiative.eu/images/ECP_Documents/EuropeanGuidelinesSelfCompactingConcrete.pdf (accessed on 5 September 2020).
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