Buch, Englisch, Band 19, 364 Seiten, Format (B × H): 169 mm x 249 mm, Gewicht: 815 g
Selected Works of G. de Josselin de Jong
Buch, Englisch, Band 19, 364 Seiten, Format (B × H): 169 mm x 249 mm, Gewicht: 815 g
Reihe: Theory and Applications of Transport in Porous Media
ISBN: 978-1-4020-3536-4
Verlag: Springer
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.
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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.
