Properties comparison of one-part and two-part alkali-activated slag pastes
Source abstract
Abstract
In this paper, the fresh and hardened properties of one-part (that is, mixing a solid precursor with a solid alkali activator and adding water) and conventional two-part alkali-activated slag (AAS) pastes with the same mixture proportion were compared with insights obtained from microstructure characterization by using XRD, SEM, and nitrogen absorption techniques. The reaction degree of slag was determined by analyzing the BSE images. Our results showed that one-part AAS exhibited longer setting time but poorer flowability than two-part AAS. Moreover, the acceleration period appeared earlier while the reaction degree of slag at 28 d was lower for one-part AAS. As a result, it showed a less dense microstructure. The compressive strength of one-part AAS was much lower than that of two-part AAS while their flexural strength was similar. The two mixtures experienced comparable mass loss under drying conditions, but one-part AAS showed much lower drying shrinkage and cracking proneness. These results anticipate a bright prospect for one-part AAS in construction scenarios with low strength requirements. • The rheology and microstructure of one-part and two-part AAS pastes were compared. • The slag's reaction degree of two types specimens at 28d was quantified. • The difference of shrinkage between the two AAS binders was emphasized. • One-part AAS is feasible in construction scenarios with low strength requirements.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Recycling and utilization of industrial and municipal waste in materials production · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (58)
Show source-provided references
1. Alkali-activated materials10.1016/j.cemconres.2017.02.009 ↗
2. A review on the durability of alkali-activated fly ash/slag systems: advances, issues, and perspectives10.1021/acs.iecr.6b00559 ↗
3. Advances in alternative cementitious binders10.1016/j.cemconres.2010.11.012 ↗
4. A comprehensive overview about the influence of different additives on the properties of alkali-activated slag – a guide for civil engineer10.1016/j.conbuildmat.2013.04.011 ↗
5. One-part alkali-activated materials: a review10.1016/j.cemconres.2017.10.001 ↗
6. Experimental comparisons between one-part and normal (two-part) alkali-activated slag binders10.1016/j.conbuildmat.2021.125177 ↗
7. Effects of mixing water temperatures on properties of one-part alkali-activated slag paste10.1016/j.conbuildmat.2020.121030 ↗
8. Effects of chloride salts on strength, hydration, and microstructure of cemented tailings backfill with one-part alkali-activated slag10.1016/j.conbuildmat.2023.130965 ↗
9. One part alkali activated materials: a state-of-the-art review Ordinary Portland cement
10. Characterization of one-part alkali-activated slag with rice straw ash10.1016/j.conbuildmat.2022.128403 ↗
11. The combined use of admixtures for shrinkage reduction in one-part alkali activated slag-based mortars and pastes10.1016/j.conbuildmat.2020.118682 ↗
12. The potential application of partial activation for synthesizing one-part alkali-activated slag/fly ash precursor: a way for commercializing alkali-activated materials
13. Sustainable utilization of pretreated concrete waste in the production of one-part alkali-activated cement10.1016/j.jclepro.2019.05.356 ↗
14. Synthesis of heat and ambient cured one-part geopolymer mixes with different grades of sodium silicate10.1016/j.ceramint.2014.12.154 ↗
15. Comparison of one-part and two-part alkali-activated metakaolin and blast furnace slag10.1007/s40831-022-00606-9 ↗
16. Shrinkage mechanisms of alkali-activated slag10.1016/j.cemconres.2016.07.001 ↗
17. Analysis of alkali-activated mineral wool-slag binders: evaluating the differences between one-part and two-part variations10.1007/s10163-023-01878-3 ↗
18. Standardization Administration of the People’s Republic of China. GB/T 1346-2011: Test methods for water requirement of normal consistency, setting time and soundness of the portland cement. Beijing: China Standards Press, 2011.pp. 6 (in Chinese).
19. Influence of water-reducing admixtures on properties of cement paste—a miniature slump test10.1520/CCA10190J ↗
20. The rheology of cementitious suspensions: a closer look at experimental parameters and property determination using common rheological models10.1016/j.cemconcomp.2015.03.001 ↗
21. Rheology behavior of one-part alkali activated slag/glass powder (AASG) pastes10.1016/j.conbuildmat.2020.120381 ↗
22. The evolution of interfacial transition zone in alkali-activated fly ash-slag concrete10.1016/j.cemconres.2019.105963 ↗
23. The determination of pore volume and area distributions in porous substances. I. Computations from nitrogen isotherms10.1021/ja01145a126 ↗
24. Spatial distribution of pores in fly ash-based inorganic polymer gels visualised by Wood’s metal intrusion10.1016/j.micromeso.2009.05.016 ↗
25. NEN 196-1, Methods of Testing Cement–Part 1: Determination of Strength, 2005, Eur. Comm. Stand, 2005.
26. Effect of rice straw powder on properties of one-part alkali-activated slag10.3389/fbuil.2022.999740 ↗
27. Temperature and activator effect on early-age reaction kinetics of alkali-activated slag binders10.1016/j.conbuildmat.2016.03.098 ↗
28. The interrelationship between surface chemistry and rheology in alkali activated slag paste10.1016/j.conbuildmat.2014.04.127 ↗
29. Interpretation of the early stiffening process in alkali-activated slag pastes10.1016/j.cemconres.2023.107118 ↗
30. Early-age properties of alkali-activated slag and glass wool paste10.1016/j.conbuildmat.2021.123326 ↗
31. Day A calorimetric study of early hydration of alkali.pdf10.1016/0008-8846(95)00126-W ↗
32. Internal curing of alkali-activated fly ash-slag pastes using superabsorbent polymer10.1016/j.cemconres.2018.11.018 ↗
33. Mechanical properties and reaction mechanism of one-part geopolymer mortars10.1016/j.conbuildmat.2020.121973 ↗
34. Shrinkage behavior and mechanical properties of alkali activated mortar incorporating nanomaterials and polypropylene fiber10.1016/j.ceramint.2022.04.297 ↗
35. Mechanisms of autogenous shrinkage of alkali-activated slag and fly ash pastes10.1016/j.cemconres.2020.106107 ↗
36. Calcium carbide residue as auxiliary activator for one-part sodium carbonate-activated slag cements: compressive strength, phase assemblage and environmental benefits10.1016/j.conbuildmat.2021.125015 ↗
37. Reaction kinetics in sodium silicate powder and liquid activated slag binders evaluated using isothermal calorimetry10.1016/j.tca.2012.07.010 ↗
38. Sodium silicate-based, alkali-activated slag mortars - Part I. Strength, hydration and microstructure10.1016/S0008-8846(02)00717-2 ↗
39. Incorporation of CFBC ash in sodium silicate-activated slag system: modification of microstructures and its effect on shrinkage10.1016/j.cemconres.2019.05.016 ↗
40. Mitigating the autogenous shrinkage of alkali-activated slag by metakaolin10.1016/j.cemconres.2019.04.016 ↗
41. Effect of the fineness of copper slag on the early hydration properties of cement–copper slag binder10.1007/s10973-019-08240-6 ↗
42. Effect of dosage of sodium carbonate on the strength and drying shrinkage of sodium hydroxide based alkali-activated slag paste10.1016/j.conbuildmat.2018.05.194 ↗
43. Effect of shrinkage-reducing admixtures on the properties of alkali-activated slag mortars and pastes10.1016/j.cemconres.2006.11.021 ↗
44. Drying shrinkage of one-part alkali-activated slag concrete
45. Influence of colloidal nanosilica on hydration kinetics and properties of CaO/CaSO4-activated slag binder10.1016/j.ijmst.2022.07.001 ↗
46. Structural evolution of fly ash based geopolymers in alkaline environments10.1021/ie0707671 ↗
47. One-part alkali-activated blast furnace slag for sustainable construction at subzero temperatures10.1016/j.conbuildmat.2020.122026 ↗
48. Unraveling microstructural evolution in air-entrained mortar and paste: insights from MIP and micro-CT tomography amid cyclic freezing-thawing damage
49. Air void system and freezing-thawing resistance of concrete composite with the incorporation of thermo-expansive polymeric microspheres10.1016/j.conbuildmat.2024.135535 ↗
50. Setting, strength, and autogenous shrinkage of alkali-activated fly ash and slag pastes: effect of slag content10.3390/ma11112121 ↗
51. Cracking tendency of alkali-activated slag concrete subjected to restrained shrinkage10.1016/S0008-8846(00)00243-X ↗
52. Density and water content of nanoscale solid C-S-H formed in alkali-activated slag (AAS) paste and implications for chemical shrinkage10.1016/j.cemconres.2011.11.003 ↗
53. Mitigating shrinkage of alkali activated slag with biofilm10.1016/j.cemconres.2020.106234 ↗
54. Autogenous shrinkage of alkali-activated slag: a critical review10.1016/j.cemconres.2023.107244 ↗
55. Doubts over capillary pressure theory in context with drying and autogenous shrinkage of alkali-activated materials10.1016/j.conbuildmat.2020.118620 ↗
56. Mitigating shrinkage of alkali-activated slag by polypropylene glycol with different molecular weights10.1016/j.conbuildmat.2020.118478 ↗
57. Shrinkage mitigation strategies in alkali-activated slag10.1016/j.cemconres.2017.08.025 ↗
58. Structural evolution of calcium sodium aluminosilicate hydrate (C-(N-) ASH) gels induced by water exposure: The impact of Na leaching[J]