journal article·2005-01

Correlations between porosity, chloride diffusivity and electrical resistivity in volcanic pumice-based blended cement pastes

K. M. A. Hossain

Advances in Cement Research· Volume 17· Issue 1
Publisher page

Abstract

This paper reports the results of an investigation on the chloride diffusivity of volcanic pumice (VP)-blended hardened cement pastes with varying curing age of up to 1 year. The pastes had 0, 20 and 40% VP as cement replacement and water to binder ratios (W/B) of 0·40, 0·50 and 0·60. The accelerated chloride ion diffusion test was used to calculate the chloride ion diffusion coefficient (Di) of pastes using the Nernst–Plank equation for steady-state condition. In addition, electrical resistivity, mercury intrusion porosimetry, and differential scanning calorimetry (DSC) tests were also conducted. Good correlations were found between Di, total pore volume and electrical resistivity of the pastes. The Di values of VP-blended pastes were within the range of 10−7–10−9 cm2/s. It was also found that blending cement with VP significantly reduced the long-term chloride ion diffusion coefficient and hence increased the long-term corrosion resistance of pastes. This fact was also supported by the presence of lower quantity of Ca(OH)2 and higher quantity of Friedel's salt in the VP-blended pastes as observed from the DSC tests. Pastes with 40% VP showed better performance in terms of chloride ion diffusivity. The water to binder ratio was also found to affect the Di at the early ages of curing, but became less important at the later ages of curing.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Concrete and Cement Materials Research · Concrete Corrosion and Durability · Innovative concrete reinforcement materials

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

Affiliations

Department of Civil Engineering, Ryerson University 350 Victoria Street, Toronto, ON, Canada M5B 2K3

References (28)

Show source-provided references
1. Hossain K. M. A. · 1998 · 297
2. Hossain K. M. A. · 1998 · 31
3. Al-Ani M. · Magazine of Concrete Research · 1989 · 41 · 55
4. Mehta P. K. · Journal of ACI · 1979 · 74 · 440
5. Swamy R. N. · 1983 · 2
6. Swamy R. N. · 1986 · 3
7. Berry E. E. · Journal of ACI · 1980 · 77 · 59
8. Bilodeau A. · 1998 · 193
9. Thomas M. D. A. · 1996 · 317
10. Preece C. M., Gronvold F. O., Frolund T., Crane A. P. Corrosion of Reinforcement in Concrete Construction, 1983, Halstel Press, London, UK: 393.
11. 10.5006/1.358505210.5006/1.3585052 ↗
12. 10.1016/0008-8846(87)90002-010.1016/0008-8846(87)90002-0 ↗
13. Salta M. M. · 1994 · 793
14. Montemor M. F. · 1993
15. 10.5006/1.328486110.5006/1.3284861 ↗
16. 10.1016/S0958-9465(00)00003-210.1016/S0958-9465(00)00003-2 ↗
17. Hossain K. M. A. · 1999 · 109
18. Hossain K. M. A. · 239
19. Hossain K. M. A. · 1999 · 145
20. Hossain K. M. A. · 1999
21. Kawamura M. · 1989 · 411
22. 10.1016/0008-8846(93)90023-310.1016/0008-8846(93)90023-3 ↗
23. Tang L. · ACI Material Journal · 1992 · 89 · 49
24. AASHTO · 1983
25. 10.1680/adcr.1999.11.4.14910.1680/adcr.1999.11.4.149 ↗
26. Ping Gu · 1995 · 201
27. Koulombi N., Batis G., Malami C. H., Costa J. M., Mercer A. D. Progress in the Understanding and Prevention of Corrosion, 1993, Vol. 1, The Institute of Materials, Spain: 619.
28. Brown P. K. · 1991 · 83