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Titolo: |
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 / / edited by Victor A. Rinaldi, Marcelo E. Zeballos, Juan Jose Clariá
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Pubblicazione: | Amsterdam, Netherlands ; ; Berlin, [Germany] ; ; Washington, District of Columbia : , : IOS Press, , 2015 |
Fairfax, Virginia : , : IOS Press, Inc., , [date of distribution not identified] | |
©2015 | |
Descrizione fisica: | 1 online resource (1236 p.) |
Disciplina: | 624.15136 |
Soggetto topico: | Soils - Plastic properties |
Shear strength of soils | |
Soil mechanics | |
Persona (resp. second.): | RinaldiVictor A. |
ZeballosMarcelo E. | |
ClariáJuan Jose | |
Note generali: | Description based upon print version of record. |
Nota di bibliografia: | Includes bibliographical references and indexes. |
Nota di contenuto: | 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 | |
Studying Collapse Behaviour of Sandy Silt Under Generalised Stress Conditions | |
Titolo autorizzato: | Deformation characteristics of geomaterials ![]() |
ISBN: | 1-61499-601-6 |
Formato: | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione: | Inglese |
Record Nr.: | 9910815722603321 |
Lo trovi qui: | Univ. Federico II |
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