Recycled geopolymer aggregates as coarse aggregates for Portland cement concrete and geopolymer concrete: Effects on mechanical properties

被引:109
作者
Mesgari, S. [1 ]
Akbarnezhad, A. [2 ]
Xiao, J. Z. [3 ]
机构
[1] Univ New South Wales, Sch Mech Engn, Sydney, NSW 2052, Australia
[2] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia
[3] Tongji Univ, Dept Struct Engn, Shanghai 200092, Peoples R China
关键词
Recycled geopolymer aggregates; Concrete with recycled geopolymer aggregates; Recycling of geopolymer concrete; Concrete recycling; ASH-BASED GEOPOLYMER; FLY-ASH; MICROSTRUCTURE ANALYSIS; DEMOLITION WASTE; FURNACE SLAG; CONSTRUCTION; PERFORMANCE; RESISTANCE; STRENGTH; BEHAVIOR;
D O I
10.1016/j.conbuildmat.2019.117571
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The available literature on recycling of geopolymer concrete is currently limited to application of recycled geopolymer aggregates as coarse aggregates for new geopolymer concrete. This paper highlights an alternative waste management strategy for geopolymer concrete construction and demolition waste by illustrating the suitability of recycled geopolymer aggregates for full or partial replacement of coarse natural aggregates in the widely used Portland cement concrete. The properties of Portland cement concrete and geopolymer concrete made with varying contents of coarse geopolymer recycled aggregates (0%, 20%, 50% and 100% coarse natural aggregates replacement) are investigated and compared with those of Portland cement concrete containing recycled Portland cement concrete aggregates. The results indicate that up to 20% replacement of coarse natural aggregates with recycled geopolymer concrete aggregates results in only insignificant reductions in the modulus of elasticity, flexural strength and volume of permeable voids as well as a moderate reduction in compressive strength of Portland cement concrete. The negative effects of varying amounts of recycled geopolymer concrete aggregates on the properties of Portland cement concrete is however found to be slightly more significant than those caused by same proportions of recycled aggregates produced from Portland cement concrete waste. Furthermore, incorporation of coarse recycled geopolymer concrete aggregates is found to lead to more significant negative effects on properties of Portland cement concrete than geopolymer concrete. These include respectively 21%, 8.3% and 3.4% further reductions in compressive strength, modulus of elasticity and flexural strength of RAGC compared to RAG at 100% coarse aggregate replacement ratio, highlighting a higher compatibility between geopolymer recycled aggregates and geopolymer binder than Portland cement binder. (C) 2019 Elsevier Ltd. All rights reserved.
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页数:9
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