Characterisation of pore structure development of alkali-activated slag cement during early hydration using electrical responses

X Zhu, Z Zhang, K Yang, Bryan Magee, Y Wang, L Yu, S Nanukuttan, Q Li, S Mu, C Yang, M Basheer

Research output: Contribution to journalArticle

4 Citations (Scopus)

Abstract

This paper describes the results of a study investigating early age changes in pore structure of alkali-activated slag cement (AASC)-based paste. Capillary porosity, pore solution electrical conductivity and electrical resistivity of hardened paste samples were examined and the tortuosity determined using Archie’s law. X-ray computed micro-tomography (X-ray μCT) and Scanning electron microscope (SEM) analysis were also carried out to explain conclusions based on electrical resistivity measurements. AASC pastes with 0.35 and 0.50 water-binder ratios (w/b) were tested at 3, 7, 14 and 28 days and benchmarked against Portland cement (PC) controls. Results indicated that for a given w/b, the electrical resistivity and capillary porosity of the AASC paste were lower than that of the PC control, whilst an opposite trend was observed for the pore solution conductivity, which is due to AASC paste’s significantly higher ionic concentration. Further, capillary pores in AASC paste were found to be less tortuous than that in the PC control according to estimations using Archie’s law and from the results of X-ray μCT and SEM analysis. In order to achieve comparable levels of tortuosity, therefore, AASC-based materials are likely to require longer periods of curing. The work confirms that the electrical resistivity measurement offers an effective way to investigate pore structure changes in AASC-based materials, despite threshold values differing significantly from PC controls due to intrinsic differences in pore solution composition and microstructure.
LanguageEnglish
Pages139-149
JournalCement and Concrete Composites
Volume89
Early online date6 Mar 2018
DOIs
Publication statusE-pub ahead of print - 6 Mar 2018

Fingerprint

slag
hydration
cement
electrical resistivity
tortuosity
porosity
electron
tomography
electrical conductivity
microstructure
conductivity
water

Keywords

  • Pore tortuosity
  • alkali-activated slag cement
  • pore solution
  • electrical resistivity
  • capillary porosity
  • X-ray μCT

Cite this

Zhu, X ; Zhang, Z ; Yang, K ; Magee, Bryan ; Wang, Y ; Yu, L ; Nanukuttan, S ; Li, Q ; Mu, S ; Yang, C ; Basheer, M. / Characterisation of pore structure development of alkali-activated slag cement during early hydration using electrical responses. In: Cement and Concrete Composites. 2018 ; Vol. 89. pp. 139-149.
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Characterisation of pore structure development of alkali-activated slag cement during early hydration using electrical responses. / Zhu, X; Zhang, Z; Yang, K; Magee, Bryan; Wang, Y; Yu, L; Nanukuttan, S; Li, Q; Mu, S; Yang, C; Basheer, M.

In: Cement and Concrete Composites, Vol. 89, 06.03.2018, p. 139-149.

Research output: Contribution to journalArticle

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AU - Zhu, X

AU - Zhang, Z

AU - Yang, K

AU - Magee, Bryan

AU - Wang, Y

AU - Yu, L

AU - Nanukuttan, S

AU - Li, Q

AU - Mu, S

AU - Yang, C

AU - Basheer, M

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N2 - This paper describes the results of a study investigating early age changes in pore structure of alkali-activated slag cement (AASC)-based paste. Capillary porosity, pore solution electrical conductivity and electrical resistivity of hardened paste samples were examined and the tortuosity determined using Archie’s law. X-ray computed micro-tomography (X-ray μCT) and Scanning electron microscope (SEM) analysis were also carried out to explain conclusions based on electrical resistivity measurements. AASC pastes with 0.35 and 0.50 water-binder ratios (w/b) were tested at 3, 7, 14 and 28 days and benchmarked against Portland cement (PC) controls. Results indicated that for a given w/b, the electrical resistivity and capillary porosity of the AASC paste were lower than that of the PC control, whilst an opposite trend was observed for the pore solution conductivity, which is due to AASC paste’s significantly higher ionic concentration. Further, capillary pores in AASC paste were found to be less tortuous than that in the PC control according to estimations using Archie’s law and from the results of X-ray μCT and SEM analysis. In order to achieve comparable levels of tortuosity, therefore, AASC-based materials are likely to require longer periods of curing. The work confirms that the electrical resistivity measurement offers an effective way to investigate pore structure changes in AASC-based materials, despite threshold values differing significantly from PC controls due to intrinsic differences in pore solution composition and microstructure.

AB - This paper describes the results of a study investigating early age changes in pore structure of alkali-activated slag cement (AASC)-based paste. Capillary porosity, pore solution electrical conductivity and electrical resistivity of hardened paste samples were examined and the tortuosity determined using Archie’s law. X-ray computed micro-tomography (X-ray μCT) and Scanning electron microscope (SEM) analysis were also carried out to explain conclusions based on electrical resistivity measurements. AASC pastes with 0.35 and 0.50 water-binder ratios (w/b) were tested at 3, 7, 14 and 28 days and benchmarked against Portland cement (PC) controls. Results indicated that for a given w/b, the electrical resistivity and capillary porosity of the AASC paste were lower than that of the PC control, whilst an opposite trend was observed for the pore solution conductivity, which is due to AASC paste’s significantly higher ionic concentration. Further, capillary pores in AASC paste were found to be less tortuous than that in the PC control according to estimations using Archie’s law and from the results of X-ray μCT and SEM analysis. In order to achieve comparable levels of tortuosity, therefore, AASC-based materials are likely to require longer periods of curing. The work confirms that the electrical resistivity measurement offers an effective way to investigate pore structure changes in AASC-based materials, despite threshold values differing significantly from PC controls due to intrinsic differences in pore solution composition and microstructure.

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