1. Modelling the coupled chemo-hydro-mechanical behavior of structured active clays on basis of quantitative microstructural information
- Author
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Guido Musso, Enrique Romero, G. Della Vecchia, Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica, and Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
- Subjects
Materials science ,Soil test ,Basis (linear algebra) ,Clay soils ,chemo-mechanical behaviour ,Soil science ,Sòls argilosos ,Microstructure ,Dilution ,Pore water pressure ,Coupling ,Molecular level ,Chemical physics ,Soil water ,Coupling (piping) ,Active clays ,Clays ,Microstructures ,double structure ,Enginyeria civil::Geotècnia::Mecànica de sòls [Àrees temàtiques de la UPC] ,Active clays, chemo-mechanical behaviour, double structure ,Pore water - Abstract
Because of their mineralogy, active clays are very sensitive to changes in the type and concentration of species dissolved in the pore water. At a molecular level, this sensitivity can be explained by variations in the short range interaction forces acting between clay platelets immersed in the pore water. While models based on equilibrium of short range interaction forces can be used to predict the volumetric behavior of dilute clay suspensions, different approaches must be invoked for real soils. Natural and compacted soils react differently from dilute suspensions to chemical changes because of their fabric. It is, therefore, not possible to derive reliable relationships (at least from the quantitative point of view) describing the chemo-mechanical behavior of active soils solely on the basis of mineralogical and chemical properties. Both microscopic experimental evidences and modeling approaches are used here to analyze the effects imparted by fabric on the coupled hydro-chemo-mechanical behavior of an active clay soil.
- Published
- 2013