Study on Preparation of High Early Strength Recycled Aggregate Concrete

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Abstract:

An orthogonal experimental design method was adopted for the mix design of high early strength recycled aggregate concrete (HSRAC), and the influence of water-binder ratio, percentage of recycled aggregate(RA)and highly active compound mineral admixture (HACMA) content on the strength of the concrete was discussed. The test results indicated that water-binder ratio was the most principal and significant influencing factor on the strength of HSRAC, regardless of age. An empirical relationship among the strength of HSRAC, the water-binder ratio, the percentage of recycled aggregate and HACMA content was proposed by using multivariate regression analysis. The demand of opening heavy or heavier traffics and rapid repair concrete on strength to HSRAC could be all met.

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Periodical:

Advanced Materials Research (Volumes 639-640)

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404-410

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January 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] K. K. Sagoe-Crentsil, T. Brown, A.H. Taylor. Performance of concrete made with commercially produced coarse aggregate. Cement and Concrete Research, 2001, (31):707-712.

DOI: 10.1016/s0008-8846(00)00476-2

Google Scholar

[2] J. S. Ryu. An experimental study on the effect of recycled aggregate on concrete properties. Magazine of Concrete Research, 2001, 54(1):7-12.

DOI: 10.1680/macr.2002.54.1.7

Google Scholar

[3] Quevauviller, Ph. Conclusions of the workshop: standards, measurements and testing for solid waste management. Trends in Analytical Chemistry, 1998, 17(5):314-320.

DOI: 10.1016/s0165-9936(97)00109-x

Google Scholar

[4] Shelburne Wayne M, Degroot Don J. Use of waste and recycled materials in highway construction. Civil Engineering Practice, 1998, 13(1):5-16.

Google Scholar

[5] Alan D.Buck. Recycled concrete as a source of aggregate. ACI Materials Journal, 1977:212-219.

Google Scholar

[6] Hansen, T.C. Recycled aggregate and recycled aggregate concrete. Second state of art report, development from 1945-1985. RILEM Technical Committee 37 DRC. Material and Structures, Vol.19, No. 5, 1986, p.201~246.

DOI: 10.1007/bf02472036

Google Scholar

[7] Zhang Y.M, Qin H.G, Sun W, etc. Discuss on mix design of recycled concrete. China Concrete and Cement Products, 2002, (1): 7-9.

Google Scholar

[8] Cai Z.Y, Wang Z.X. Application of orthogonal design on concrete. Beijing: China Architecture & Building Press, 1985.

Google Scholar

[9] Zhou S.Q, Yin J, etc. Research on Development and Utilization of Ultra pulverized Fuel Ash Composite Powder (supported by the plan of national key scientific and technological project, grant No. 96-920-39-02). Changsha: Central South University, 2002.

Google Scholar

[10] Li J. Research and application of recycled aggregate on rapid repair of cement concrete pavement [master's degree paper]. Changsha: Central South University, 2005.

Google Scholar

[11] Yin J. Study on recycled utilizing of trash concrete (A study report). Changsha: Central South University, 2005.

Google Scholar