Soil Mechanics and Transport in Porous Media Selected Works of G. de Josselin de Jong - Schotting, Ruud J.; van Duijn, Hans C.J.; Verruijt, Arnold; SpringerLink (Online service) (Dordrecht : Springer Netherlands : Imprint: Springer, 2006)
Soil Mechanics -- to Soil Mechanics -- Lower bound collapse theorem and lack of normality of strain rate to yield surface for soils -- Proceedings of the Geotechnical Conference OSLO 1968 -- The double sliding, free rotating model for granular assemblies -- Photoelastic verification of a mechanical model for the flow of a granular material -- Elasto-plastic version of the double sliding model in undrained simple shear tests -- Improvement of the lowerbound solution for the vertical cut off in a cohesive, frictionless soil -- Application of the calculus of variations to the vertical cut off in cohesive frictionless soil -- A variational fallacy -- Consolidation around pore pressure meters -- Application of stress functions to consolidation problems -- Consolidation models consisting of an assembly of viscous elements or a cavity channel network -- Verification of the use of peak area for the quantitative differential thermal analysis -- A capacitative cell apparatus -- Étude photo-Élastique d'un empilement de disques -- Flow and Transport in Porous Media -- to Flow and Transport in Porous Media -- Singularity distributions for the analysis of multiple-fluid flow through porous media -- Moiré patterns of the membrane analogy for ground-water movement applied to multiple fluid flow -- A many-valued hodograph in an interface problem -- Generating functions in the theory of flow through porous media -- Vortex theory for multiple fluid in three dimensions -- The simultaneous flow of fresh and salt water in aquifers of large horizontal extension determined by shear flow and vortex theory -- L'entrainement de particules par le courant intersticiel -- Longitudinal and transverse diffusion in granular deposits -- Discussion of "Longitudinal and transverse diffusion in granular deposits" -- Transverse dispersion from an originally sharp fresh-salt interface caused by shear flow -- The tensor character of the dispersion coefficient in anisotropic porous media -- Dispersion in fissured rock. .
Keywords: Hydrogeology; Civil engineering; Geotechnical engineering; Earth sciences; Hydrogeology; Civil Engineering; Geotechnical Engineering & Applied Earth Sciences; Earth Sciences, general