1999
DOI: 10.1016/s0008-8846(99)00102-7
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Characterization and identification of equilibrium and transfer moisture properties for ordinary and high-performance cementitious materials

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Cited by 424 publications
(213 citation statements)
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“…15. It is worth pointing out that the experimental data given in [38] were collected from [11,[39][40][41][42]. The simulation results show a general satisfactory agreement with the experimental data.…”
Section: D Equilibrium Distribution Of Water and Gas Phasessupporting
confidence: 61%
“…15. It is worth pointing out that the experimental data given in [38] were collected from [11,[39][40][41][42]. The simulation results show a general satisfactory agreement with the experimental data.…”
Section: D Equilibrium Distribution Of Water and Gas Phasessupporting
confidence: 61%
“…Water vapour transfer is prevailing over liquid transfer in the lower humidity range, in the absence of a continuous liquid phase in the porous network. Liquid transfer is prevailing in the opposite case, for instance when a building component is in contact with wind-driven rain, or for the study of the drying processes of concrete [Mainguy et al, 2001, Baroghel-Bouny et al, 1999. To model both phases as driven by the same potential (usually p c ) for numerical applications, the Kelvin formula can be used to relate both pressures, although the formulation of their spatial and temporal derivatives leads to additional coupling terms in the equation [Janssen et al, 2007].…”
Section: Isothermal Moisture Transport Equationmentioning
confidence: 99%
“…When several phases occupy the pores the permeability for the fully saturated state should be modified accounting the presence of the other fluids. This change was defined by the relative permeability and depended on the fraction of other phases, capillary effects [23,24]. For the isotropic media, which were analysed using the model, the intrinsic permeability tensor equals: k = Ik, where k was intrinsic permeability, which was the scalar.…”
Section: Constitutive Relationsmentioning
confidence: 99%
“…The drying was caused by the rapid decrease of the ambient air relative humidity RH = 20 %. The porosity of the analyzed concrete was equal to u = 0.12, the intrinsic permeability k = 3.0 9 10 -21 , and the sorption isotherms as given in Baroghel-Bouny et al [23]. It was assumed that the primary crystallization had already passed, therefore A 0 = 1.…”
Section: Drying Experimentsmentioning
confidence: 99%