Soil mechanics and transport in porous media : selected works of G. de Josselin de Jong
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Bibliographic Information
Soil mechanics and transport in porous media : selected works of G. de Josselin de Jong
（Theory and applications of transport in porous media, v. 19）
Springer, c2006
- : hard
Description and Table of Contents
Description
vi Preface vii "Jugendstil house at the Hooistraat seen from the Nieuwe Uitleg, The Hague", by G. de Josselin de Jong, 1982. Washed pen, 38cm x 27,5 cm. Property of Mrs. Lagaay-Govers. viii Contents 1Preface v 2 ShortCurriculumVitaeofG.deJosselindeJong vii 3 SoilMechanics 1 3.1 IntroductiontoSoilMechanics ...3 3.2 Lower bound collapse theorem and lack of normality of strain rate to yield surface for soils, Proc. IUTAM Symp. on Rheology and Soil Mechanics, Grenoble, 1964, pp 69-78...6 3.3 Discussion, Proc. Eur. Conf. Soil Mech. & Found. Eng.,Oslo, 1968, pp 199-200 ...16 3.4 The double sliding, free rotating model for granular assemblies, G' eotechnique, 1971, pp 155-163...19 3.5 Photoelastic veri?cation of a mechanical model for the ?ow of a granular material, A. Drescher & G. de Josselin de Jong, J. Mech. Phys. Solids, 1972, Vol. 20, pp 337-351 ...28 3.6 Elasto-plastic version of the double sliding model in undrained simplesheartests,G' eotechnique,Vol. 38, No. 4, 1988, pp 533-555 (+Discussion G' eot., 39, No. 3, 1989, pp 565-566)...44 . 3.7 Improvement of the lowerbound solution for the vertical cut o? in a cohesive, frictionlesssoil, G' eotechnique, Technical Notes, June1978, pp 197-201 68 3.
8 Application of the calculus of variations to the vertical cut o? in cohesivefrictionlesssoil,G' eotechnique,Vol.30,No.1,1980,pp1-16 73 . 3.9 A variational fallacy, G' eotechnique, Vol. 31, No. 2, 1981, pp 89 ...289-290 3.10 Consolidation around pore pressure meters, J. Appl. Phys.,Vol.
Table of Contents
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.- Etude photo-Elastique 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.- Moire 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.
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