Durability Enhancement of Concrete with Recycled Concrete Aggregate: The Role of Nano-ZnO

被引:4
作者
Al-Kheetan, Mazen J. [1 ]
Jweihan, Yazeed S. [1 ]
Rabi, Musab [2 ]
Ghaffar, Seyed Hamidreza [3 ,4 ]
机构
[1] Mutah Univ, Coll Engn, Civil & Environm Engn Dept, POB 7, Mutah 61710, Jordan
[2] Jerash Univ, Dept Civil Engn, POB 311, Jerash 26150, Jordan
[3] Univ Birmingham, Dubai Int Acad City, Dept Engn, Dubai 341799, U Arab Emirates
[4] Appl Sci Private Univ, Appl Sci Res Ctr, Amman 11937, Jordan
关键词
recycled concrete aggregate; nano-materials; durability; sustainability; ZINC-OXIDE NANOPARTICLES; WATER-ABSORPTION; STRENGTH; CARBONATION; POROSITY; CEMENT;
D O I
10.3390/buildings14020353
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The replacement of virgin aggregate with recycled concrete aggregate (RCA) in concrete mixtures offers an eco-strategy to mitigate the environmental limitations linked with traditional recycling techniques of RCA. However, the inferior properties of RCA, in contrast to virgin aggregate, present an obstacle to efficiently proceeding with this approach. Therefore, the aim of this study is to enhance the characteristics of concrete that contains RCA using nano-ZnO particles. Virgin aggregate was replaced with RCA in 30 wt.% and 50 wt.% ratios, followed by the addition of 0.5 wt.% nano-ZnO. The performance of concrete mixtures was evaluated in terms of their physical, mechanical, and durability properties. The addition of nano-ZnO particles to concrete with RCA resulted in refining its pore structure and reducing its water absorption, where the impermeability of concrete with 30 wt.% and 50 wt.% treated RCA decreased by 14.5% and 18%, respectively. Moreover, nano-ZnO treatment increased the compressive strength of mixtures with 30 wt.% and 50 wt.% RCA by 2.8% and 4%, respectively. All mixtures underwent a reduction in their 28-day compressive strength after exposure to a 5% sulphuric acid solution, where concrete with 30 wt.% and 50 wt.% RCA showed 20.2% and 22.8% strength loss, respectively. However, there was a 17.6% and 19.6% drop in the compressive strength of concrete with 30 wt.% and 50 wt.% RCA and treated with nano-ZnO.
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页数:12
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