Some remarks on single- and double-porosity modeling of coupled chemo-hydro-mechanical processes in clays
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[1] G. Musso,et al. Modelling the Coupled Chemo-Hydro-Mechanical Behavior of Structured Active Clays on Basis of Quantitative Microstructural Information , 2013 .
[2] E. Romero,et al. A fully coupled elastic–plastic hydromechanical model for compacted soils accounting for clay activity , 2013 .
[3] Enrique Romero,et al. Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay , 2013 .
[4] Antonio Gens,et al. A chemo-mechanical constitutive model accounting for cation exchange in expansive clays , 2013 .
[5] M. Manassero,et al. Coupled chemical-hydraulic-mechanical behaviour of bentonites , 2013 .
[6] C. Shackelford,et al. Fickian diffusion of radionuclides for engineered containment barriers: Diffusion coefficients, porosities, and complicating issues , 2013 .
[7] Cristina Jommi,et al. An insight into the water retention properties of compacted clayey soils , 2011 .
[8] Antonio Gens,et al. Chemical impact on the hydro-mechanical behaviour of high-density FEBEX bentonite , 2008 .
[9] Ian C. Bourg,et al. Tracer Diffusion in Compacted, Water-Saturated Bentonite , 2006 .
[10] H. W. Olsen,et al. Appropriate material properties for advective-diffusive solute flux in membrane soil , 2004 .
[11] T. Missana,et al. Diffusion coefficients and accessible porosity for HTO and 36Cl in compacted FEBEX bentonite , 2004 .
[12] Alessandro Gajo,et al. Chemo-mechanical coupling in saturated porous media: elastic–plastic behaviour of homoionic expansive clays , 2002 .
[13] F. Huertas,et al. Project FEBEX-Full-scale Engineered Barriers Experiment for a deep geological repository for high-level radioactive waste in crystalline host rock , 2002 .
[14] M. Kaczmarek,et al. Theoretical assessment of fabric and permeability changes in clays affected by organic contaminants , 1997 .
[15] C. D. Maio. Exposure of bentonite to salt solution: osmotic and mechanical effects , 1996 .
[16] M. Brusseau,et al. Simulating solute transport in an aggregated soil with the dual-porosity model: measured and optimized parameter values , 1994 .
[17] Horst H. Gerke,et al. Evaluation of a first-order water transfer term for variably saturated dual-porosity flow models , 1993 .
[18] Antonio Gens,et al. A framework for the behaviour of unsaturated expansive clays , 1992 .
[19] R. W. Cleary,et al. Chapter 10: Movement of Solutes in Soil: Computer-Simulated and Laboratory Results , 1979 .
[20] G. Lagaly,et al. H. van Olphen: An Introduction to Clay Colloid Chemistry, 2nd Ed. John Wiley & Sons, New York, London, Sydney, Toronto 1977. 318 Seiten, Preis: £ 15.–, $ 25.– , 1978 .
[21] E. Bresler. Anion Exclusion and Coupling Effects in Nonsteady Transport Through Unsaturated Soils: I. Theory1 , 1973 .
[22] T. William Lambe,et al. Compacted Clay: Structure , 1960 .
[23] G. Bolt. Physico-Chemical Analysis of the Compressibility of Pure Clays , 1956 .