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Deformation characteristics of geomaterials : proceedings of the 6th International Symposium on Deformation Characteristics of Geomaterials, IS-Buenos Aires 2015, 15-18 November 2015, Buenos Aires, Argentina /

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: International Symposium on Deformation Characteristics of Geomaterials Buenos Aires, Argentina
Otros Autores: Rinaldi, Victor A. (Editor ), Zeballos, Marcelo E. (Editor ), Clariá, Juan Jose (Editor )
Formato: Electrónico Congresos, conferencias eBook
Idioma:Inglés
Publicado: Amsterdam : IOS Press, 2015.
Colección:Advances in soil mechanics and geotechnical engineering ; volume 6.
Temas:
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Title Page; Preface; Conference Organization; Contents; Bishop Lecture and Plenary Lecture; Advanced Testing and Modelling of Granular Materials with and Without Viscous Glue: Research and Practical Implication
  • The Third Bishop Lecture; Compaction Characteristics and Physical Properties of Compacted Soil Controlled by the Degree of Saturation; Keynote Lectures; Rockfill Mechanics. Experimental Observations and DEM Modelling; Limitations of a Critical State Framework Applied to the Behaviour of Natural and ""Transitional"" Soils
  • Shear Strength and Stiffness Anisotropy of Geologically Aged Stiff ClaysMeasurement and Application of Shear Wave Velocity to Various Geotechnical Problems; Hydro-Mechanical Behaviour of Shales; Improved Laboratory Techniques for Advanced Geotechnical Characterization Towards Matching in Situ Properties; Reviewed Papers; Behavior of Compacted Unsaturated Soil in Isotropic Compression, Cyclic and Monotonic Shear Loading Sequences in Undrained Condition; Influence of Initial Stress/Strain State on the Coefficient of Earth Pressure at Rest; Small Strain Modulus of Bio-Cemented Sand
  • Disk Transducer for Stiffness Measurement on Granular MaterialsExperimental Evaluation of Liquefaction Resistance of Unsaturated Sandy Soils; Development of Stacked-Ring Shear Apparatus for Multiple Liquefactions Tests; Effects of Inherent Anisotropy on Deformation and Strength Characteristics of a Reconstituted Sand; Element Tests on Lumpy Inhomogeneous Soil and Their Interpretation; Dynamic Shear Modulus of Kaolin-Silt Clay Using a Novel Technique; Study of the Mechanical Behavior of Unsaturated Argillaceous Rocks; Effect of Cement Type on the Mechanical Behavior of Fiber Reinforced Sands
  • Relationship Between Undrained Shear Strength and Shear Wave Velocity for ClaysDevelopment of Large Size Disk Transducer to Evaluate Elastic Properties of Coarse Granular Materials; Assessment of Shear Modulus by Different Seismic Wave-Based Techniques; In Situ and Laboratory Mechanical Characterization Using High-Resolution Fiber Optic Distributed Sensing; Experimental Investigation of Wave Propagation in Three Dimensions in Unbounded Particulate Assemblies; Frequency Domain Method in Bender Element Testing
  • Experimental Observations
  • An Alternative Shear Strength Test for Saturated Fine-Grained Soils: Preliminary ResultsInfluence of Grading and Mineralogy on the Behaviour of Saprolites; Towards the Measurement of Fabric in Granular Materials With X-Ray Tomography; Observing Breakage in Sand Under Triaxial and Oedometric Loading in 3D; Early Age Cemented Paste Backfill Stiffness Development; Influence of Volumetric and Shear Strains on the Destructuration of Saprolitic Soils; Description and Calibration of Triaxial Tests with Internal Measurement of Displacement on Artificially Cemented Lateritic Soil