Basic Mechanics Characters of Recycled Fine Aggregate Concrete

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Abstract:

In this article, the basic mechanical characters of recycled fine aggregate concrete (RFAC) are studied, and the relationships of recycled fine aggregate (RFA) content, minimum particle size and water content with them are also discussed according to results of cubic compressive strength (f¬¬cu), flexural strength (ff), splitting tensile strength(fts), axial compressive strength(fc)and Yang’s modulus (Ec). The results indicate that the use of RFA will induce mechanical properties of RFAC to deteriorate, and the deteriorated trend of it become more obviously with RFA content increased and minimum particle size reduced, in addition to, the early compressive strength of RFA develop slowly. The RFAC elastic modulus is significantly lower than ordinary concrete, besides, RFA on elastic modulus was significantly affected than other mechanical properties.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2028-2032

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Li Huiqiang,Du Ting,Wu Xianguo,etc.Recycled Aggregate Concrete from Construction Debris[J]. Journal of Huazhong University of Science and Technology. 2001, 29(6): 83-84.(in Chinese)

Google Scholar

[2] Xiao Jianzhuang,Lan Yang,Li Jiabin.A Review on Long-Term Properties of Recycled Aggregate Concrete[J]. Structural Engineers. 2005, 21(3): 73-76. (in Chinese)

Google Scholar

[3] De Juan M S N, Guti Rrez P A. Study on the influence of attached mortar content on the properties of recycled concrete aggregate[J]. Construction and Building Materials. 2009, 23(2): 872-877.

DOI: 10.1016/j.conbuildmat.2008.04.012

Google Scholar

[4] Poon C, Qiao X C, Chan D. The cause and infuence of self-cementing properties of fine recycled concrete aggregates on the properties of unbound sub-base[J]. Waste Management. 2006, 26(5): 1166-1172.

DOI: 10.1016/j.wasman.2005.12.013

Google Scholar

[5] Xiao Jianzhaung,Yuan Biao,Lei Bin. Test and Analysis of Recycled Coarse Aggregate Performance[J].Coal Ash China. 2007, 19(1): 14-16. (in Chinese)

Google Scholar

[6] Li Qiuyi,Li Yunxia,Jiang Yudan. On the Quality Criterion and Test Measure of the Recycled Fine Aggregate[J]. Journal of Qingdao Institute of Architecture and Engineering. 2005, 26(6): 6-9. (in Chinese)

Google Scholar

[7] Hu Minping. Mechanical properties of concrete prepared with different recycled coarse aggregates replacement rate[J]. Concrete. 2007(2): 52-54. (in Chinese)

Google Scholar

[8] Ravindrarajah R S. Recycled concrete as fine and coarse aggregate in concrete[J]. Magazine of Concrete Research. 1987, 39(141): 214-220.

DOI: 10.1680/macr.1987.39.141.214

Google Scholar

[9] Lv Linnv,Yang Wen,Wu Jing,etc. Influence of water absorption and release of water-releasing factor on volume deformation of concrete[J]. New Building Materials. 2008(3): 5-8. (in Chinese)

Google Scholar