1994
DOI: 10.1016/0008-8846(94)90040-x
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Influence of porosity and water content on the diffusivity of CO2 and O2 through hydrated cement paste

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Cited by 257 publications
(146 citation statements)
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“…One important side of the knowledge of these blended mortars is the study of the microstructure and related properties, which gives information about: i) the future degradation of the material [3,4]; ii) transport and accumulation of water [5]; iii) kind of diffusion of gases through the material [6], and, related with this, the kinetic of some reactions that can take place [7].…”
Section: Introductionmentioning
confidence: 99%
“…One important side of the knowledge of these blended mortars is the study of the microstructure and related properties, which gives information about: i) the future degradation of the material [3,4]; ii) transport and accumulation of water [5]; iii) kind of diffusion of gases through the material [6], and, related with this, the kinetic of some reactions that can take place [7].…”
Section: Introductionmentioning
confidence: 99%
“…One of the reasons to this is that the porosity structure is changed by calcium carbonate created by carbonation. Papadakis et al (1991) and Wittmann et al (1994) suggest the diffusion coefficient equation which uses spread disk cell to measure percentage of porosity in concrete and relative where w is the moisture content (%) Fukushima (1991) suggests that concrete inside calcium hydroxide reverse diffusion coefficient D Ca OH ð Þ 2 in Eq. (9) may be expressed as an exponential function with moisture content (%) as a variable.…”
Section: Diffusion Coefficient Of Carbon Dioxide and Calcium Hydroxidmentioning
confidence: 99%
“…Even though mass factor has not been found in the previous papers studied the changes in microstructure properties produced by the carbonation [1][2][3], it seems adequate to use this mass factor in order to take into account the change of mass produced as consequence of the carbonation process. Table 4 shows the intrudable porosity results of the carbonated and non-carbonated pastes, obtained by mercury intrusion porosimeter.…”
Section: Mass Factormentioning
confidence: 99%
“…Johannesson and Utgenannt [2] studied the change of specific surface area of cement mortar using BET theory. As a result of comparing carbonated and non-carbonated cement pastes, Houst [3] observed that the amount of water adsorbed decreased with carbonation. Dias [4] analyzed the reduction of concrete sorptivity with carbonation.…”
Section: Introductionmentioning
confidence: 99%
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