Improvement of recycled concrete aggregate using alkali-activated binder treatment

被引:0
|
作者
Nattapong Damrongwiriyanupap
Akaraphol Wachum
Kamonphop Khansamrit
Satakhun Detphan
Sakonwan Hanjitsuwan
Tanakorn Phoo-ngernkham
Piti Sukontasukkul
Long-yuan Li
Prinya Chindaprasirt
机构
[1] University of Phayao,Department of Civil Engineering, School of Engineering
[2] Rajamangala University of Technology Isan,Sustainable Construction Material Technology Research Unit, Department of Civil Engineering, Faculty of Engineering and Technology
[3] Lampang Rajabhat University,Program of Civil Technology, Faculty of Industrial Technology
[4] King Mongkut’s University of Technology-North Bangkok,Construction and Building Materials Research Center, Department of Civil Engineering, Faculty of Engineering
[5] Plymouth University,School of Engineering, Faculty of Science and Engineering
[6] Khon Kaen University,Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering
[7] The Royal Society of Thailand,Academy of Science
[8] Dusit,undefined
来源
Materials and Structures | 2022年 / 55卷
关键词
Recycled concrete aggregate; Surface treatment technique; Alkali-activated high-calcium fly ash; Surface coating; Strength development;
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摘要
This paper presents a study on improving recycled concrete aggregate (RCA) using alkali-activated binder treatment for producing Portland cement concrete (PCC). The recycled concrete aggregate was treated with cement paste (CP), alkali-activated high-calcium fly ash paste (AHF), and alkali-activated high-calcium fly ash paste incorporating dolomite powder (AHFD) and the corresponding workability and mechanical properties of the PCC mixed with the treated RCA were investigated. The natural concrete aggregate (NCA) was replaced with RCA at the levels of 0, 25, 50, 75, and 100% by weight. Experimental results showed that the RCA had higher water absorption and lower dry-rodded density than those of NCA. However, the water absorption of RCA can be improved by using various surface treatments. The microstructure improvement of PCC with treated RCA was confirmed by the results obtained from XRD, MIP, SEM/EDS, TGA/DTG analyses. The surface treatments of RCA using coating materials significantly improved the workability of concrete; whereas the strength improvements were not so evident. The treatments with CP and AHFD pastes gave reasonably high strength concrete, but that with AHF gave low strength due to shrinkage and cracking of coated paste. In general, the use of treated RCA to replace NCA is a suitable choice as an alternative material to replace the natural nonrenewable resource components as well as makes concrete more sustainable and environmentally friendly.
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