Rheology and Soil Mechanics / Rhéologie et Mécanique des Sols: Symposium Grenoble, April 1–8, 1964 / Symposium Grenoble, 1Er–8 Avril 1964: IUTAM Symposia
Editat de J. Kravtchenko, P. M. Sirieysen Limba Engleză Paperback – 20 mar 2012
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Specificații
ISBN-13: 9783642460494
ISBN-10: 3642460496
Pagini: 524
Ilustrații: XVI, 502 p.
Dimensiuni: 155 x 235 x 28 mm
Greutate: 0.73 kg
Ediția:Softcover reprint of the original 1st ed. 1966
Editura: Springer Berlin, Heidelberg
Colecția Springer
Seria IUTAM Symposia
Locul publicării:Berlin, Heidelberg, Germany
ISBN-10: 3642460496
Pagini: 524
Ilustrații: XVI, 502 p.
Dimensiuni: 155 x 235 x 28 mm
Greutate: 0.73 kg
Ediția:Softcover reprint of the original 1st ed. 1966
Editura: Springer Berlin, Heidelberg
Colecția Springer
Seria IUTAM Symposia
Locul publicării:Berlin, Heidelberg, Germany
Public țintă
ResearchCuprins
— Sommaire.- Section I (Theoretical Section).- Sub-Section 1.- 1.1 The Mechanics of Materials with Structure.- 1.2 Définitions et Principes en Rhéologie Tensorielle.- 1.3 Concepts of Path Independence and Material Stability for Soils.- 1.4 On Elastic/Visco-Plastic Soils.- 1.5 Conditions de Stabilité et Postulat de Drucker.- 1.6 Lower Bound Collapse Theorem and Lack of Normality of Strainrate to Yield Surface for Soils.- 1.7 Plasticity and Creep of Cohesive Medium.- 1.8 An Application of the Random Walk Argument to the Mechanics of Granular Media.- 1.9 Rheological and Mechanical Models of Saturated Clay Particle Systems.- 1.10 Flow and Stress Relaxation of Clays.- 1.11 The Theoretical Research on the Stress Relaxation of Clay by Thermo-Dynamics and Statistical Mechanics.- 1.12 Flux Spécifique et Vitesse Effective de la Loi de Darcy—Analyse Critique.- 1.13 A Theoretical Consideration on a Behaviour of Sand.- 1.14 The Role of Friction in Granular Media.- 1.15 Contributions to the Investigations of Granular Systems.- Sub-Section 2.- 2.1 Problèmes de l’Équilibre Limite des Sols Non-Homogènes.- 2.2 On the Consolidating Viscoelastic Layer under Quasi-Static Loading.- 2.3 Calcul des Solutions Approchées dans les Problèmes d’Équilibre Limite Plan et de Révolution des Milieux Pesants Obéissant à la Loi de Coulomb.- 2.4 Rhéologie des Problèmes de Déformation Plane des Milieux Continus.- 2.5 Soil Consolidation under the Influence of an External Load Normal to the Boundary of Half-Space.- 2.6 Consideration of Heterogenity and Non-Linear Character in Analysis of Bed Creep.- 2.7 Sur Certains Problèmes Rhéologiques de la Mécanique des Sols.- Rapport Général Relatif à la 1e et à la 2e Sous-Section.- Section II (Experimental Section).- Sub-Section 3.- 3.1Determination of the Rheological Parameters and the Hardening Coefficients of Clays.- 3.2 The Secondary Consolidation of Clay.- 3.3 Étude sur la Consolidation Sphérique des Sols Partiellement Saturés Soumis à la Filtration Linéaire.- 3.4 Pore-Water Pressure and Creep in One-Dimensional Compression of Silt.- 3.5 Correlation of Creep and Dynamic Response of a Cohesive Soil.- 3.6 Quelques Aspects de la Loi Rhéologique des Sols.- 3.7 Yield Stress and Modulus of Elasticity of Soil.- 3.8 On the Uniqueness of Yield Surfaces for Wet Clays.- 3.9 L’Application de l’Essai Brésilien dans la Mécanique des Roches.- 3.10 Phénomènes de Rupture Fragile des Roches Isotropes et Anisotropes.- 3.11 On the Tensile Strength Test of Disturbed Soils.- Rapport Général Relatif à la 3e Sous-Section.- Sub-Section 4.- 4.1 Vérification Expérimentale des Méthodes de Calcul des Rideaux d’Ancrage de Palplanches Simplement Ancrées.- 4.2 Équilibre Limite de «Fondations» en Milieu Pulvérulent à deux Dimensions.- 4.3 Compressibility of a Certain Volcanic Clay.- 4.4 Secondary Settlements of Structures Subjected to Large Variations in Live Load.- 4.5 Les Barrages en Terre et la Mécanique des Sols.- 4.6 Mesures in Situ de la Masse Volumique et de l’Humidité des Sols par Radioactivité.- Rapport Général Relatif à la 4e Sous-Section.