journal article·2010-09

Properties of concrete prepared with PVA-impregnated recycled concrete aggregates

Shi-Cong Kou, Chi-Sun Poon

Cement and Concrete Composites· Volume 32· Issue 8
Publisher page

Abstract

This paper reports an experimental study to improve the properties of recycled concrete aggregates (RCA) by their impregnation with polyvinyl alcohol (PVA). The effects of PVA on the development of strength and durability properties of the recycled aggregate concrete were evaluated. The experimental investigation was conducted in two parts. Firstly, the optimal concentration of PVA solution required to improve the recycled aggregates was determined. The RCA was soaked in 6%, 8%, 10%, 12% PVA solutions, and impregnation was conducted under a controlled laboratory environment. Density, crushing value (10% fines value), and water absorption of the PVA impregnated RCA (PI-RCA) were determined. Secondly, the slump, slump loss, compressive and tensile splitting strength, dimensional change (shrinkage) and chloride penetrability of the concretes prepared with the RCA that had been impregnated with the optimal (10%) PVA concentration were determined. It was found that the 10% fines value of the PI-RCA was higher, and the water absorption of the PI-RCA were lower when compared to the untreated RCA. The results show that there was not only an improvement in the mechanical properties of the concrete made with PI-RCA, but also the shrinkage of PI-RCA decreased while the resistance to chloride-ion penetration of the concrete produced increased.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Recycled Aggregate Concrete Performance · Innovative concrete reinforcement materials · Concrete Corrosion and Durability

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (27)

Show source-provided references
1. Civil Engineering and Development Department (CEDD). HKSAR, Statistic on generation of C&D materials; 2007.
2. Richardson BJE. Recycling waste concrete into road pavement aggregate. MSc thesis, Victoria University of Technology, Melbourne, Australia; 1994. p. 141.
3. Buck AD. Recycled concrete. Highway research record no. 430; 1973. p. 1–8.
4. Recycled concrete as a source of aggregate
5. Recycled concrete aggregates10.1016/j.cemconcomp.2004.02.020 ↗
6. Application of recycled coarse aggregate by mixture to concrete construction10.1016/j.conbuildmat.2005.12.023 ↗
7. Strength of concrete containing recycled aggregate concrete
8. Elasticity and drying shrinkage of recycled concrete aggregate
9. Physical and mechanical properties of concrete produced with waste concrete10.1016/S0008-8846(97)00190-7 ↗
10. Richardson BJE, Jordan DO. Use of recycled concrete as a road pavement material within Australia. In: Proceedings of the 17th ARRB conference, Part 3; 1994. p. 213–81.
11. Suitability of recycled concrete aggregate for use BS 5328 designated mixes
12. Influence of moisture states of natural and recycled aggregates on the properties of fresh and hardened concrete10.1016/S0008-8846(03)00186-8 ↗
13. Properties of concretes produced with waste concrete aggregate10.1016/j.cemconres.2003.12.019 ↗
14. Mechanical properties of 5-year-old concrete prepared with recycled aggregates obtained from three different sources10.1680/macr.2007.00052 ↗
15. Performance and properties of structural concrete made with recycled concrete aggregate
16. Application of conventionally recycled coarse aggregate to concrete structure by surface modification treatment10.3151/jact.5.13 ↗
17. Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete10.1061/(ASCE)0899-1561(2003)15:5(443) ↗
18. The use of recycled aggregate in concrete in Hong Kong10.1016/j.resconrec.2006.06.005 ↗
19. Diversifying two-stage mixing approach (TSMA) for recycled aggregate concrete: TSMAs and TSMAsc10.1016/j.conbuildmat.2007.07.024 ↗
20. Polymer-based admixtures10.1016/S0958-9465(97)00065-6 ↗
21. Structure and properties of poly (vinyl alcohol)-modified mortar and concrete10.1016/S0008-8846(98)00246-4 ↗
22. Effect of polyvinyl alcohol on the hydration of cement with rice husk ash10.1016/S0008-8846(00)00475-0 ↗
23. Effects of polyvinyl alcohol on aggregate–paste bond strength and the interfacial transition zone10.1016/S1065-7355(98)00009-1 ↗
24. Macro-defect free cements influence of polyvinyl alcohol, cement type, and silica fume10.1016/S0008-8846(99)00070-8 ↗
25. Influence of polymer modification on the hydration of Portland cement10.1016/0008-8846(91)90004-2 ↗
26. A review of the mechanisms of set-retardation in Portland cement pastes containing organic admixtures10.1016/0008-8846(72)90057-9 ↗
27. A microstructural approach to adherence mechanism of poly (vinyl alcohol) modified cement systems to ceramic tiles10.1016/j.cemconres.2006.11.011 ↗