4.6 Article

Improvement of recycled concrete aggregate using alkali-activated binder treatment

Journal

MATERIALS AND STRUCTURES
Volume 55, Issue 1, Pages -

Publisher

SPRINGER
DOI: 10.1617/s11527-021-01836-1

Keywords

Recycled concrete aggregate; Surface treatment technique; Alkali-activated high-calcium fly ash; Surface coating; Strength development

Funding

  1. Program Management Unit for Human Resources & Institutional Development, Research and Innovation, NXPO [B05F630106]
  2. Unit of Excellence for Innovation in Infrastructures and Advanced Construction Management, University of Phayao [FF64-UoE001]
  3. Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, Thailand

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This study investigates the method of using alkali-activated binder treatment to improve recycled concrete aggregate (RCA) and its effects on the workability and mechanical properties of the resulting Portland cement concrete (PCC). The study finds that surface treatments can improve the water absorption of RCA, and the use of treated RCA in PCC can improve its workability and microstructure. However, the strength improvements are not significant and depend on the type of coating material used.
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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