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A platform for research: civil engineering, architecture and urbanism
Chloride diffusion in partially saturated cementitious material
AbstractThe paper proposes a combined application of composite theory and Powers' model for microstructural development for the estimation of the diffusion coefficient as a function of the moisture content of a defect-free cementitious material. Measurements of chloride diffusion in mortar samples (440 kg/m3 rapid-hardening Portland cement, w/c=0.5, maturity minimum 6 months) stored at 65% and 85% RH, as well as in vacuum-saturated mortar samples, illustrate the applicability of the method.
Chloride diffusion in partially saturated cementitious material
AbstractThe paper proposes a combined application of composite theory and Powers' model for microstructural development for the estimation of the diffusion coefficient as a function of the moisture content of a defect-free cementitious material. Measurements of chloride diffusion in mortar samples (440 kg/m3 rapid-hardening Portland cement, w/c=0.5, maturity minimum 6 months) stored at 65% and 85% RH, as well as in vacuum-saturated mortar samples, illustrate the applicability of the method.
Chloride diffusion in partially saturated cementitious material
Nielsen, Erik P (author) / Geiker, Mette R (author)
Cement and Concrete Research ; 33 ; 133-138
2002-07-15
6 pages
Article (Journal)
Electronic Resource
English
Chloride diffusion in partially saturated cementitious material
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Chloride diffusion in partially saturated cementitious material
| Tema Archive | 2002
Chloride diffusion in partially saturated cementitious material
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Analysis of Chloride Diffusion into Partially Saturated Concrete
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