A dual-porosity model for ionic solute transport in expansive clays

Computational Geosciences

Volumn 12, Issue 1, 2008, Pages 47-82

  Murad, Márcio A ^a   Moyne, Christian ^b  

^a LABORATÓRIO NACIONAL DE COMPUTAÇÃO CIENTÍFICA   (Brazil)

^b NANCY UNIVERSITÉ   (France)

Author keywords

Adsorption isotherm; Disjoining (swelling) pressure; Dual porosity; Electro chemo mechanical couplings; Homogenization; Onsager's relations; Poisson Boltzmann; Pollutant; Retardation coefficient; Slip boundary condition; Swelling clay; Transport

Indexed keywords

ADSORPTION ISOTHERMS; BOUNDARY CONDITIONS; CLAY; CONSTITUTIVE EQUATIONS; ELECTROHYDRODYNAMICS; MATHEMATICAL MODELS; POROSITY; SOLUTE TRANSPORT; SWELLING;

ADSORPTION; BOUNDARY CONDITION; CLAY; ELECTROLYTE; EXPANSIVE SOIL; ISOTHERM; MICROSTRUCTURE; POLLUTANT TRANSPORT; POROSITY; SOLUTE TRANSPORT; SWELLING;

EID: 39649099778     PISSN: 14200597     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10596-007-9060-z     Document Type: Article

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