Effect on Mechanical Properties of Rubberized Concrete due to Pretreatment of Waste Tire Rubber with NaOH

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Rubber particles were dipped into NaOH solution in order to wipe the zinc stearate generated in the process of preparation of rubber power. Rubber with different particle diameters and mixing amount (sand replaced in equal volume percentage) was adopted to produce rubberized concrete specimens. A series of tests including compressive strength tests, flexural strength tests, elastic modulus tests and ultimate strain ratio tests were done respectively. The results of tests showed that the value of the compressive strength, flexural strength and elastic modulus decreased with the increase of the mixing amount of rubber, while the decrease amplitude was different from each other. The value of ultimate strain increased a little and the ability of toughness and deformation of rubberized concrete were enhanced obviously through dipping rubber particles into NaOH solution.

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897-904

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Segre N, Joekes I. Use of tire rubber particles as addition to cement paste[J]. Cement and Concrete Research, 2000, 30: 1421-1425.

DOI: 10.1016/s0008-8846(00)00373-2

Google Scholar

[2] Nadia Segre. Paulo J. M. Monteiro. Garrison Sposito. Surface characterization of recycled tire rubber to be used in cement paste matrix[J]. Colloid and Interface Science, 2002, 248: 521-523.

DOI: 10.1006/jcis.2002.8217

Google Scholar

[3] ZhuHan. Rubber crumbs in concrete[J]. Concrete Technology Today, 2003, 135(8): 30-33.

Google Scholar

[4] Zhu Han, Liu Chun-sheng Zhang Yong-ming etal. Effect of crumb rubber propertion on compressive and flexural behavior of concrete. Journal of Tianjin University, 2007, 40(7): 761-765 (in Chinese).

Google Scholar

[5] Kang Jingfu, Zhang Pingzu. Effect of crumb tire rubber on the cracking-resistance of cement paste and mortar [ J]. Journal of Tianjin University, 2006, 39(9): 1026-1030 (in Chinese).

Google Scholar

[6] Xiong Jie, Zheng Le, i Yuan Yong. Experimental study on compressive strength of rubberized concrete [J]. Concrete, 2004(12): 40-42 (in Chinese).

Google Scholar

[7] Guoqiang Li, Yi Zhao, Su-Seng Pang, Yongqi Li. Effective Young's modulus estimation of concrete [J]. Cement and Concrete Research, 1999(29): 1455-1462 (in Chinese).

DOI: 10.1016/s0008-8846(99)00119-2

Google Scholar

[8] Chen Bo, ZhangYame, Chen Shengxia, etal Fundamental research of properties of rubberized concrete [ J]. Concrete, 2004(12): 37-39 (in Chinese).

Google Scholar

[9] Topcu I B, Avcular N. Analysis of rubberized concrete as acomposite materials[J]. Cement and Concrete Research, 1997, 27(8): 1135-1139.

DOI: 10.1016/s0008-8846(97)00115-4

Google Scholar

[10] Liu Chun-sheng, Zhu Han, Li Zhiguo, et a. l Research in the fundamental characteristics of crumb rubber mortar [ J]. Concrete, 2005(7): 38-42 (in Chinese).

Google Scholar

[11] Guo Can-xian. Study on the pavement property of pecycled tire rubber powdermodified cement concrete[D]. Nan chang: master degree thesis of Nanchang university, 2006(in Chinese).

Google Scholar