Experimental Study on Compressive Strength of Recycled Aggregate Concrete with Different Replacement Ratios

Author:

Cai Hai Yong1,Zhang Min1,Dang Ling Bo1

Affiliation:

1. Huanghe Science and Technology College

Abstract

Compressive strengths of recycled aggregate concrete(RAC) with different recycled aggregates(RA) replacement ratios at 7d, 28d, 60d ages are investigated respectively. Failure process and failure mode of RAC are analyzed, influences on compressive strength with same mix ratio and different RA replacement ratios are analyzed, and the reason is investigated in this paper. The experimental results indicate that compressive strength of recycled concrete at 28d age can reach the standard generally, it is feasible to mix concrete with recycled aggregates, compressive strength with 50% replacement ratio is relatively high.

Publisher

Trans Tech Publications, Ltd.

Reference6 articles.

1. Tabsh S W, Abdelfatah A S. Construction and Building Materials, 2009, 23( 2): 1163-1167.

2. Evangelista L, de Brito J. Cement andConcrete Composites, 2007, 29: 397-401.

3. Xiao Jianzhuang, Li Jiabin. Cement and Concrete Research, 2005, 35: 1187-1194.

4. Standard for test method of mechanical properties on ordinary concrete (China Architecture & Building Press, China 2002)(in Chinese).

5. Standard for evaluation of concrete compressive strength(China Architecture & Building Press, China 2010)(in Chinese).

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