Early strength development and hydration of cement pastes at different temperatures or with superplasticiser characterised by electrical resistivity
Source abstract
Abstract
The effects of the curing temperature and superplasticiser on the hydration rate and early strength development of cement pastes were investigated using their electrical resistivities. The cement pastes were prepared either at various temperatures or with different dosages of the superplasticiser. A general equation for electrical resistivity development was employed to monitor the paste rate of densification during the hardening period. The cement pastes obtained at a high temperature or optimal dosage of the superplasticiser had a faster densification than those of the pastes obtained at a low temperature or excessive dosage of the superplasticiser because of their higher rates of hydration. The electrical resistivity can be used to evaluate the factors that influence the hydration rate, microstructure, and early physical properties of the cement paste as well as for a better utilisation of admixtures and determination of the optimal dosage for hydration and paste structure formation.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (42)
Show source-provided references
1. Reaction kinetics of Portland cement mortars hydrated at different temperatures10.1016/0008-8846(92)90141-H ↗
2. Change in reaction kinetics of a Portland cement caused by a superplasticizer—calculation of heat flow curves from XRD data10.1016/j.cemconres.2011.10.005 ↗
3. Impact of admixtures on the hydration kinetics of Portland cement10.1016/j.cemconres.2011.03.005 ↗
4. Effect of curing temperature on cement hydration
5. The effect of temperature on the early hydration of Portland cement and blended cements10.1680/adcr.2000.12.3.121 ↗
6. The effect of temperature on the hydration of the main clinker phase in Portland cements: part 1, neat cement10.1016/S0008-8846(98)00115-X ↗
7. Effect of temperature on the pore solution, microstructure and hydration products of Portland cement pastes10.1016/j.cemconres.2006.11.016 ↗
8. Effect of temperature on electrical conductivity of blended cement pastes110.1016/S0008-8846(98)00198-7 ↗
9. Hayden · 1989 · 11 · 1
10. Chemical admixture-cement interactions: phenomenology and physico-chemical concepts10.1016/S0958-9465(97)00062-0 ↗
11. Effects of Polycarboxylate superplasticizer on hydration characteristics of cement pastes containing silica fume
12. Effect of superplasticizers on the rheological properties of cements10.1007/BF02479503 ↗
13. Effect of superplasticizers on workability retention and initial setting time of cement pastes10.1016/j.conbuildmat.2010.02.021 ↗
14. Compatibility between polycarboxylate-based admixtures and blended-cement pastes10.1016/j.cemconcomp.2012.08.020 ↗
15. Compatibility of superplasticizers with cements different in composition10.1016/S0008-8846(00)00229-5 ↗
16. Further studies on the early hydration of Portland cement paste10.1007/BF00719730 ↗
17. Critical features of microstructure development of early-age cement paste revealed by non-contact electrical resistivity measurement10.1016/j.conbuildmat.2017.08.046 ↗
18. Is electrodeless resistivity method suitable for monitoring the early-age reaction of Na2SiO3-activated slag? Mechanism and application10.1016/j.conbuildmat.2020.121719 ↗
19. Hydration and microstructural characterization of early-age cement paste with ultrasonic wave velocity and electrical resistivity measurements10.1016/j.conbuildmat.2021.124508 ↗
20. Predicting pore volume, compressive strength, pore connectivity, and formation factor in cementitious pastes containing fly ash10.1016/j.cemconcomp.2021.104113 ↗
21. Evolutionary trace for early hydration of cement paste using electrical resistivity method10.1016/j.conbuildmat.2016.03.127 ↗
22. Evaluation of mortar setting time by using electrical resistivity measurements10.1016/j.conbuildmat.2017.04.088 ↗
23. Kinetics parameters of cement hydration by electrical resistivity measurement and calorimetry10.1680/adcr.13.00034 ↗
24. Study on the hydration parameters in hardening paste, mortar and concrete based on electrical resistivity measurement10.1617/s11527-016-0898-1 ↗
25. Preliminary interpretation of Portland cement hydration process using resistivity measurements
26. 2001
27. tracking of the relationship between resistivity and pore10.1016/j.conbuildmat.2013.11.067 ↗
28. Estimating the electrical conductivity of cement paste pore solutions from OH−, K+ and Na+ concentrations10.1016/S0008-8846(02)01068-2 ↗
29. Investigations on the relationship between porosity, structure and strength of hydrated Portland cement pastes I. Effect of porosity10.1016/0008-8846(85)90044-4 ↗
30. Effect of a specific PCE superplasticizer on the initial dissolution and early hydration of Portland cement
31. Effect of highly carboxylated colloidal polymers on cement hydration and interactions with calcium ions10.1016/j.cemconres.2018.08.010 ↗
32. Influence of superplasticizers on the course of Portland cement hydration
33. Advances in understanding hydration of Portland cement10.1016/j.cemconres.2015.05.025 ↗
34. On the relation of setting and early-age strength development to porosity and hydration in cement-based materials10.1016/j.cemconcomp.2016.02.010 ↗
35. Fractal analysis on pore structure and hydration of magnesium oxysulfate cements by first principle, thermodynamic and microstructure-based methods10.3390/fractalfract5040164 ↗
36. New understanding of cement hydration mechanism through electrical resistivity measurement and microstructure investigations10.1061/(ASCE)0899-1561(2009)21:8(368) ↗
37. Retardation effect of PCE superplasticizers with different architectures and their impacts on early strength of cement mortar10.1016/j.cemconcomp.2019.103369 ↗
38. Effects of the molecular architecture of comb-shaped superplasticizers on the performance in cementitious systems10.1016/j.cemconcomp.2006.12.006 ↗
39. Interaction of polycarboxylate based superplasticizers with cements containing different C3A amounts10.1016/j.cemconcomp.2009.01.005 ↗
40. Investigation and application of fractal theory in cement-based materials: a review10.3390/fractalfract5040247 ↗
41. Influence of porosity on compressive and tensile strength of cement mortar10.1016/j.conbuildmat.2012.11.072 ↗
42. Morphology of cementitious material during early hydration10.1016/j.cemconres.2018.02.004 ↗