Effect of novel superabsorbent polymer composites on the fresh and hardened properties of alkali-activated slag
Source abstract
Abstract
Abstract In this work, the poly(sodium-acrylate acrylamide) superabsorbent polymer (SAP) composites reinforced with micro silica and kaolin clay particles are evaluated as novel additives to control and improve the fresh and hardened properties of alkali-activated slag (AAS). The water swelling and retention capacity of plain and modified SAPs in various solutions pertinent to AAS binder systems (including deionized water, saturated Ca(OH)2, 1.0 M NaOH, 0.5 M Na2CO3, and 0.5 M Na2SO4) are studied using the gravimetric ‘tea bag’ and thermogravimetric methods, together with molecular analysis. The results show that the use of micro silica and kaolin clay-reinforced SAP composites slightly alleviates the negative influence of conventional SAP counterparts on the flowability, setting, and early-age compressive strength of AAS pastes. Nevertheless, the addition of SAP composites merely postpones the early-stage drying shrinkage development but tends to increase the long-term deformation of hardened AAS in unsealed conditions, likely due to the reduced bulk stiffness with enlarged porosity.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Concrete and Cement Materials Research · Concrete Properties and Behavior · Innovative concrete reinforcement materials
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References (40)
Show source-provided references
1. Mechanical properties and microstructure analysis of FA-GGBS-HMNS based geopolymer concrete10.1016/j.conbuildmat.2019.03.202 ↗
2. A review on emission analysis in cement industries10.1016/j.rser.2011.02.014 ↗
3. Introduction to nanotechnology in eco-efficient construction
4. Advances in alternative cementitious binders10.1016/j.cemconres.2010.11.012 ↗
5. The greenhouse gas implications of using ground granulated blast furnace slag as a cement substitute10.1016/j.jclepro.2015.02.082 ↗
6. Assessment of CO2 reduction of alkali-activated concrete10.1016/j.jclepro.2012.08.001 ↗
7. Alkali-activated slag cement concrete
8. Resistance of alkali-activated slag concrete to acid attack10.1016/S0008-8846(03)00125-X ↗
9. Influence of dolomite on the properties and microstructure of alkali-activated slag with and without pulverized fly ash10.1016/j.cemconcomp.2019.05.011 ↗
10. Influence of activator composition on the chloride binding capacity of alkali-activated slag10.1016/j.cemconcomp.2019.103368 ↗
11. The effect of mechanical load on transport property and pore structure of alkali-activated slag concrete10.1016/j.conbuildmat.2018.09.009 ↗
12. Structure, dynamics, and mechanical properties of cross-linked calcium aluminosilicate hydrate: a molecular dynamics study10.1021/acssuschemeng.8b01749 ↗
13. Mechanism of sulfate attack on alkali-activated slag: The role of activator composition10.1016/j.cemconres.2019.105868 ↗
14. Drying shrinkage in alkali-activated binders – A critical review10.1016/j.conbuildmat.2018.09.125 ↗
15. Drying and autogenous shrinkage of pastes and mortars with activated slag cement10.1016/j.cemconres.2007.11.002 ↗
16. Understanding the drying shrinkage performance of alkali-activated slag mortars10.1016/j.cemconcomp.2016.11.010 ↗
17. Ye · 2016
18. Polypropylene glycols as effective shrinkage-reducing admixtures in alkali-activated materials
19. Influence of admixtures on the properties of alkali-activated slag mortars subjected to different curing conditions10.1016/j.matdes.2012.08.049 ↗
20. Effect of superplasticizer and shrinkage-reducing admixtures on alkali-activated slag pastes and mortars10.1016/j.cemconres.2004.10.014 ↗
21. Effect of shrinkage-reducing admixtures on the properties of alkali-activated slag mortars and pastes10.1016/j.cemconres.2006.11.021 ↗
22. Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete10.1016/S0008-8846(00)00327-6 ↗
23. Recommendation of RILEM TC 260-RSC: using superabsorbent polymers (SAP) to mitigate autogenous shrinkage10.1617/s11527-018-1241-9 ↗
24. Characterization of superabsorbent poly(sodium-acrylate acrylamide) hydrogels and influence of chemical structure on internally cured mortar10.1617/s11527-016-0823-7 ↗
25. Effect of internal curing by using superabsorbent polymers (SAP) on autogenous shrinkage and other properties of a high-performance fine-grained concrete: results of a RILEM round-robin test10.1617/s11527-013-0078-5 ↗
26. D.P. Bentz, S.Z. Jones, M.A. Peltz, P.E. Stutzman, Influence of internal curing on properties and performance of cement-based repair materials, NISTIR 8076 (2015), U.S. Department of Commerce.10.6028/NIST.IR.8076 ↗
27. Mitigation of autogenous shrinkage in alkali activated slag mortars by internal curing10.1617/s11527-012-9978-z ↗
28. Internal curing of alkali-activated fly ash-slag pastes using superabsorbent polymer10.1016/j.cemconres.2018.11.018 ↗
29. Superabsorbent polymers as internal curing agents in alkali activated slag mortars10.1016/j.conbuildmat.2017.10.121 ↗
30. Perforated cenospheres: A reactive internal curing agent for alkali activated slag mortars10.1016/j.cemconcomp.2019.103351 ↗
31. Effect of ionic crosslinking on the swelling and mechanical response of model superabsorbent polymer hydrogels for internally cured concrete10.1617/s11527-014-0308-5 ↗
32. Effect of internal curing by superabsorbent polymers–internal relative humidity and autogenous shrinkage of alkali-activated slag mortars10.1016/j.conbuildmat.2016.07.007 ↗
33. Aligizaki · 2014
34. The dynamics of capillary flow10.1103/PhysRev.17.273 ↗
35. Preparation and swelling properties of poly(acrylic acid-co-acrylamide) composite hydrogels10.1515/epoly-2016-0250 ↗
36. Application of FTIR in the determination of acrylate content in poly (sodium acrylate-co-acrylamide) superabsorbent hydrogels10.1590/S0100-40422012000700030 ↗
37. Synthesis and properties of clay-based superabsorbent composite10.1016/j.eurpolymj.2005.01.028 ↗
38. A review and comparative study of existing shrinkage prediction models for Portland and non-Portland cementitious materials10.1155/2016/2418219 ↗
39. Shrinkage mitigation strategies in cementitious systems: a closer look at differences in sealed and unsealed behavior10.3141/2070-08 ↗
40. Shrinkage mitigation strategies in alkali-activated slag10.1016/j.cemconres.2017.08.025 ↗