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Hydromechanical behaviour of a heterogeneous compacted soil: experimental observations and modelling
Gens Solé, Antonio; Vállejan, Beatriz; Sánchez, M.; Imbert, Cristophe; Villar, Maria Victoria; Van Geetl, Maarten
Universitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica; Universitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
George Stephenson Gold Medal, atorgada per la Institution of Civil Engineering (U.K.)
The paper describes a theoretical and experimental study of the coupled hydromechanical behaviour of a compacted mixture of bentonite powder and bentonite pellets intended as sealing material in underground repositories for nuclear waste. One of the main advantages of the use of powder/pellets mixtures is the reduction of the compaction effort required to achieve the value of average dry density necessary to attain the required swelling potential. However, the heterogeneous fabric of the material requires special approaches in order to describe adequately its behaviour during hydration. A double porosity formulation is presented to account for the presence of two distinct structural levels in the material. Hydraulic equilibrium between the two porosities is not assumed; instead a water exchange term between them is postulated. The formulation is applied to the modelling of a number of one-dimensional swelling pressure tests performed in the CEA (Commisariat à l’Énergie Atomique,France) and CIEMAT (Spain) laboratories. A very satisfactory quantitative description of the experimental observations is obtained that includes a number of complex behaviour features such as size effects and nonmonotonic development of swelling pressures. Some microfabric observations using X-ray tomography and mercury intrusion porosimetry lend support to the conceptual approach adopted. The formulation is then applied to the analysis of a long-term large-scale sealing test performed at the Hades underground facility in Belgium, using the same set of hydraulic and mechanical parameters employed in the modelling of the laboratory tests. Although the field observations exhibit a much higher degree of scatter, the basic behaviour of the field sealing test is satisfactorily simulated. A formulation that incorporates basic features of the microfabric of the mixture is thus able to span successfully over a large range of space and time scales.
Peer Reviewed
Award-winning
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
Expansive soils
Swelling soils
Compaction
Expansive soils
Fabric/structure of soils
Full-scale tests
Laboratory tests
Partial saturation
Mecànica dels sòls
info:eu-repo/semantics/publishedVersion
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