Tests were carried out on ordinary Portland cement (OPC) and OPC/pulverized fuel ash (PFA) paste specimens stored at a range of relative humidities in order to study the effects of curing on the hydration and development of pore structure. The results of thermogravimetric analysis show that P FA pastes are more susceptible to inadequate curing with no significant reaction between PFA and Ca(OH)2 observed in early age pastes nor in pastes stored at low relative humidities (below 80%). For pastes cast at equal water/solid ratios, methanol adsorption studies show that PFA pastes have a larger total porosity than OPC pastes, but with adequate curing the PFA paste develops a more refined pore structure (i.e. smaller volume of large pores). However, in early age or poorly cured (storage at low humidity following short curing periods) pastes with equal water/solid ratios, those containing PFA may have a considerably coarser pore structure. Generally, for pastes stored at low relative humidity, PFA paste required an additional curing period of one day in order for the volume of large pores (< 36·8 nm dia.) not to exceed that ofOPC paste. A comparison of OPC and PFA pastes cast at the water/solid ratios used in equal strength grade OPC and PFA concretes, show the PFA paste to have a more refined pore structure, even under conditions of poorest curing (i.e. stored at low humidity following demoulding at 24 h).
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October 1989
Research Article|
October 01 1989
The effect of curing on the hydration and pore structure of hardened cement paste containing pulverized fuel ash
M. D. A. Thomas, BSc, PhD
Building Research Establishment
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National Power Research Fellow, Building Research Establishment, Garston, Watford WD2 7JR, UK.
Publisher: Emerald Publishing
Online ISSN: 1751-7605
Print ISSN: 0951-7197
© 1989 Thomas Telford Ltd
1989
Advances in Cement Research (1989) 2 (8): 181–188.
Citation
Thomas MDA (1989), "The effect of curing on the hydration and pore structure of hardened cement paste containing pulverized fuel ash". Advances in Cement Research, Vol. 2 No. 8 pp. 181–188, doi: https://doi.org/10.1680/adcr.1989.2.8.181
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