Effect of variability of recycled aggregate on properties of concrete

被引:0
作者
Wan, Chaojun [1 ]
Chen, Xu [1 ]
Li, Teng [1 ]
Huang, Taizhong [1 ]
Deng, Tianming [1 ]
机构
[1] Chongqing Univ, Coll Mat Sci & Engn, Chongqing 400045, Peoples R China
来源
ADVANCED BUILDING MATERIALS AND SUSTAINABLE ARCHITECTURE, PTS 1-4 | 2012年 / 174-177卷
关键词
Concrete; recycled aggregate; strength; durability; variability; SHRINKAGE;
D O I
10.4028/www.scientific.net/AMM.174-177.1122
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Low, medium and high variability of aggregates of concrete were designed and prepared and the influence of variability of recycled aggregates on the mechanical properties and durability of concretes was investigated. The experimental results indicated that the kinds of strengths, static compressive elastic modulus and durability of recycled concrete were decreased at engineering-acceptable level compared with natural aggregate concrete; the most properties of recycled concrete with high variability of recycled aggregates are not very different from that of recycled concrete with medium variability of recycled aggregates even that of natural aggregate concretes; however, the variability of properties of recycled concrete with high variability of recycled aggregates are much different from that of medium variability of recycled aggregates and more different from that of natural aggregate concretes, which means if only one or limited properties of recycled concrete were tested, the existing high variability of properties of concrete may not be revealed to a full enough extent, and the possible neglect of this high variability may result in potential engineering risk in application of high variability of recycled aggregate; the content of hardened cement paste and mortar attached to the recycled aggregate is found to be the essential factor to influence the properties of recycled concrete.
引用
收藏
页码:1122 / 1132
页数:11
相关论文
共 19 条
[1]   Quantification of the residual mortar content in recycled concrete aggregates by image analysis [J].
Abbas, A. ;
Fathifazl, G. ;
Fournier, B. ;
Isgor, O. B. ;
Zavadil, R. ;
Razaqpur, A. G. ;
Foo, S. .
MATERIALS CHARACTERIZATION, 2009, 60 (07) :716-728
[2]   Durability of recycled aggregate concrete using pozzolanic materials [J].
Ann, K. Y. ;
Moon, H. Y. ;
Kim, Y. B. ;
Ryou, J. .
WASTE MANAGEMENT, 2008, 28 (06) :993-999
[3]   Mechanical and elastic behaviour of concretes made of recycled-concrete coarse aggregates [J].
Corinaldesi, Valeria .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (09) :1616-1620
[4]   Concrete with recycled aggregates: the Portuguese experimental research [J].
de Brito, Jorge ;
Alves, Fatima .
MATERIALS AND STRUCTURES, 2010, 43 :35-51
[5]   Pore characterization of manufactured aggregates: recycled concrete aggregates and lightweight aggregates [J].
Deshpande, Yogini S. ;
Hiller, Jacob E. .
MATERIALS AND STRUCTURES, 2012, 45 (1-2) :67-79
[6]  
Dong Y., 2011, TEST STUDY RECYCLED, P261
[7]   Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete [J].
Etxeberria, M. ;
Vazquez, E. ;
Mari, A. ;
Barra, M. .
CEMENT AND CONCRETE RESEARCH, 2007, 37 (05) :735-742
[8]   Creep and drying shrinkage characteristics of concrete produced with coarse recycled concrete aggregate [J].
Fathifazl, Gholamreza ;
Razaqpur, A. Ghani ;
Isgor, O. Burkan ;
Abbas, Abdelgadir ;
Fournier, Benoit ;
Foo, Simon .
CEMENT & CONCRETE COMPOSITES, 2011, 33 (10) :1026-1037
[9]   Rapid chloride permeability test an blended cement and other concretes: correlations between charge, initial current and conductivity [J].
Feldman, R ;
Prudencio, LR ;
Chan, G .
CONSTRUCTION AND BUILDING MATERIALS, 1999, 13 (03) :149-154
[10]  
Hendriks ChF, 1994, CERTIFICATION SYSTEM