Modeling ion and fluid transport in unsaturated cement systems in isothermal conditions
By É. Samson, J. Marchand, K. Snyder, James J. Beaudoin. 2005
167 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Environmental Engineering, Pollution
View Paper: https://www.semanticscholar.org/paper/54d5e15353fb8d5b87066dc4849966ead5cc9481
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In Civil and Structural Engineering
In Environmental Engineering
In Pollution
Citations in the corpus
- Cover cracking of reinforced concrete due to rebar corrosion induced by chloride penetration (2011, background): “Instead, the present approach develops the complete set of time-dependent equations for both the chloride concentration within the pore solution (through an intrinsic effective diffusion coefficient) and the moisture content within the pore space [5,6], by averaging the relevant microscopic transpor”
- Numerical simulation of cementitious materials degradation under external sulfate attack (2010, background): “Samson, Marchand and associates [7,24–26] developed a numerical model for describing the mechanism of ionic transport in unsaturated cement systems.”