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.
Rinaldi, V. A.
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. - 1st ed. - 1 online resource (1236 pages) - Advances in Soil Mechanics and Geotechnical Engineering Series ; v.6 . - Advances in Soil Mechanics and Geotechnical Engineering Series .
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 Clays -- Measurement 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 Materials -- Experimental 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 Clays. Development 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 Results -- Influence 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 -- Travel Time Measurements of Shear Waves in B?o B?o Sand Using Bender Elements -- 3D Experimental Characterization of Particle Rotation and Local Dilatancy in Angular Sand -- 1D Creep and Delayed Rebound During Unloading and Reloading of Clay and Its Model Simulation -- Creep and Stress Relaxation Envelopes of Granular Materials in Direct Shear -- Creep and Stress Relaxation of Granular Materials Simulated by Non-Linear Three-Component Model -- Environmentally Friendly Transparent Soil -- Local Deformation Measurement Using Image Analysis Technique in Hollow Cylindrical Torsional Shear Test -- Strain-Dependent Damping Ratio of Compacted Gravel. Experimental Assessment of the Influence of Load-Induced Deformation on Interparticle Contacts -- Comparison Between Conventional and Large Scale Triaxial Compression Tests on Peat -- Three-Dimensional Quantification of the Morphology and Intragranular Void Ratio of a Shelly Carbonate Sand -- Evaluation of Stationarity and Selection of Appropriate Transformation for Geostatistical Modeling of Geotechnical Projects -- A Study of the Micro-Mechanics of Sand Particle Breakage Using a High-Speed Microscope Camera -- Study on Viscous Property of Sedimentary Soft Rock in Drained Triaxial and Unconfined Compression Tests -- Assessment of Parameters of Compressibility and Strength of Sedimentary Clays Found in the Northeast Region of Venezuela -- The Effect of Grain Size Distribution on the Shear Strength- Dilation Relation of Granular Material -- Soil-Pile Interaction During Pile Installation. Observations from X-Ray Tomography and 3D-DIC -- Investigation of Soil Nonlinearity at Very Small Strains Using Ground Buried Fiber Optic Sensors -- Behavioural Features of Fissured Clays: Experimental Evidence and Modelling -- Selection of Design Friction Angle Based on Soil and Project Characteristics -- Stress Strain Behavior of a Desaturated Loessian Lightly Cemented Soil Under Triaxial Compression Test -- Analysis of the Hydro-Mechanical Behaviour of Volcanic Ash Slopes Submitted to Rainfall -- Granular Temperature Measurements of Uniform Granular Flows -- Micromechanical Insight into the Undrained Instability of Granular Materials -- Sampling and Sample Preparation on Structure Effects -- Validation of Contact Model Between Two Cylindrical Rods and DEM Simulations of Biaxial Tests on a Rod Packing -- Laboratory Test and Numerical Study of Cyclic Behavior of Unsaturated Liquefiable Sandy Soil. Effects of Entrapped Air Bubbles on the Mechanical Behaviour of Quasi-Saturated Soils -- Discrete Element Investigation of Rate Effects on the Asymptotic Behaviour of Granular Materials -- Study of the Effect of Drainage Conditions on Cone Penetration with the Material Point Method -- Deformation of Structured Soil with Cementation -- Aging of Sand Grain Contacts at Microscale: Numerical Study -- A Non-Linear Poroelastic Approach to Rate Effects on Piezocone Tests in Tailings Materials -- Simulation of Traffic Loading on an Embankment by the Finite Element Method with Different Soil Models -- Characterization of Consolidation Stress-Strain-Time Histories on Pre-Failure Behavior of Natural Clayey Geomaterials -- Modeling of the Small Strain Shear Modulus on a Fiber Reinforced Sand -- Calibration of Rotational Hardening Model for Clays Based on Dilatancy -- The Theory of Granular Packings and the Strength of Coarse Soils -- Understanding the Disintegration of Sensitive Clays Using Remolding Energy -- Integration Scheme for a Thermo-Elasto-Plastic Model with Unconventional Yield Surfaces -- Improvement of the Dynamic Behavior of Soil Structures Underlain by Liquefiable Soil Using the Geosynthetics-Encased Columns -- Observation on Trace of Sand Boiling Erupted from Liquefied Sandy Ground and Its Simulation by Laboratory Model Test -- Visualization of Shear Bands in Cohesionless Soils -- A Microstructure-Based Finite Element Analysis of the Response of Sand -- Stiffness Anisotropy Characteristics of Natural Fined-Grained Seabed Sediments -- Strain Localization Characteristics of Liquefied Sands in Undrained Cyclic Torsional Shear Tests -- Evaluation of Heterogeneities in Reconstituted Samples Using X-Ray Tomography -- Inherent Anisotropy of an Undisturbed and Compacted Loess Soil -- Influence of Shearing Rate on Residual Strength of Clays. Advanced Laboratory Investigation of Axial Cyclic Loading in Silica Sands -- Influence of Volcanic Fly Ash on the Stress-Strain-Strength Behaviour of Loessial Soils -- Consolidation of Shales and Porosity-Permeability Relationship -- Soil Behavior Under Unsaturated and Long Term Vertical Cyclic Loading -- Cyclic Behavior of an Over-Consolidated Remoulded Clay -- Evaluation of Consolidation Behavior Under Horizontal Drainage Condition Using Digital Image Analysis -- Creep in Clay During the First Few Years After Construction -- Comparison of Two Sample Quality Assessment Methods Applied to Oedometer Test Results -- Model for Predicting and Controlling Creep Settlements with Surcharge Loading -- Pore Pressure Generation in Clays Soils Normally Consolidated Under Undrained Cyclic Load Process -- A Rheological Model for Peat That Accounts for Creep -- Effects of Initial Conditions on Strength of Acrylamide Grouted Sands -- Stress-Strain Behavior of a Cement-Based Stabilized Soft Soil -- Effect of Treatment on the Microstructural Characteristics of Bio-Improved Sand -- Deformation of Microbial Induced Calcite Bonded Sands: A Micro-Scale Investigation -- Transitional Behaviour in Asphalt Derived Aggregate Specimens -- Study of the Hot Mix Asphalt Used in Middle West Region of Brazil -- Hydraulic and Mechanical Behaviour of Cement-Bentonite Mixtures Containing HYPER Clay: Impact of Sulfate Attack -- Monotonic and Cyclic Behaviour of Weakly Cemented Sands -- Deformation Characteristics of Grain-Displacing GH-Bearing Sediments -- A Thermo-Hydro-Mechanical Constitutive Model for Saturated Frozen Soils -- Numerical Analysis of Geosynthetic Reinforced Soil Models for Shallow Foundations -- Behavior of a Sand-Polyacrilate Mixture for Seismic Isolation -- Undrained Failure of Fine-Grained Soils with Particular Reference to Shallow Slope Instability. Influence of Smectite Content on the One-Dimensional Deformation Behavior of Reconstituted High Plasticity Clays.
9781614996019
Soils-Plastic properties-Congresses.
Shear strength of soils-Congresses.
Soil mechanics-Congresses.
Electronic books.
TA710.5 .I584 2015
624.15136
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. - 1st ed. - 1 online resource (1236 pages) - Advances in Soil Mechanics and Geotechnical Engineering Series ; v.6 . - Advances in Soil Mechanics and Geotechnical Engineering Series .
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 Clays -- Measurement 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 Materials -- Experimental 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 Clays. Development 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 Results -- Influence 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 -- Travel Time Measurements of Shear Waves in B?o B?o Sand Using Bender Elements -- 3D Experimental Characterization of Particle Rotation and Local Dilatancy in Angular Sand -- 1D Creep and Delayed Rebound During Unloading and Reloading of Clay and Its Model Simulation -- Creep and Stress Relaxation Envelopes of Granular Materials in Direct Shear -- Creep and Stress Relaxation of Granular Materials Simulated by Non-Linear Three-Component Model -- Environmentally Friendly Transparent Soil -- Local Deformation Measurement Using Image Analysis Technique in Hollow Cylindrical Torsional Shear Test -- Strain-Dependent Damping Ratio of Compacted Gravel. Experimental Assessment of the Influence of Load-Induced Deformation on Interparticle Contacts -- Comparison Between Conventional and Large Scale Triaxial Compression Tests on Peat -- Three-Dimensional Quantification of the Morphology and Intragranular Void Ratio of a Shelly Carbonate Sand -- Evaluation of Stationarity and Selection of Appropriate Transformation for Geostatistical Modeling of Geotechnical Projects -- A Study of the Micro-Mechanics of Sand Particle Breakage Using a High-Speed Microscope Camera -- Study on Viscous Property of Sedimentary Soft Rock in Drained Triaxial and Unconfined Compression Tests -- Assessment of Parameters of Compressibility and Strength of Sedimentary Clays Found in the Northeast Region of Venezuela -- The Effect of Grain Size Distribution on the Shear Strength- Dilation Relation of Granular Material -- Soil-Pile Interaction During Pile Installation. Observations from X-Ray Tomography and 3D-DIC -- Investigation of Soil Nonlinearity at Very Small Strains Using Ground Buried Fiber Optic Sensors -- Behavioural Features of Fissured Clays: Experimental Evidence and Modelling -- Selection of Design Friction Angle Based on Soil and Project Characteristics -- Stress Strain Behavior of a Desaturated Loessian Lightly Cemented Soil Under Triaxial Compression Test -- Analysis of the Hydro-Mechanical Behaviour of Volcanic Ash Slopes Submitted to Rainfall -- Granular Temperature Measurements of Uniform Granular Flows -- Micromechanical Insight into the Undrained Instability of Granular Materials -- Sampling and Sample Preparation on Structure Effects -- Validation of Contact Model Between Two Cylindrical Rods and DEM Simulations of Biaxial Tests on a Rod Packing -- Laboratory Test and Numerical Study of Cyclic Behavior of Unsaturated Liquefiable Sandy Soil. Effects of Entrapped Air Bubbles on the Mechanical Behaviour of Quasi-Saturated Soils -- Discrete Element Investigation of Rate Effects on the Asymptotic Behaviour of Granular Materials -- Study of the Effect of Drainage Conditions on Cone Penetration with the Material Point Method -- Deformation of Structured Soil with Cementation -- Aging of Sand Grain Contacts at Microscale: Numerical Study -- A Non-Linear Poroelastic Approach to Rate Effects on Piezocone Tests in Tailings Materials -- Simulation of Traffic Loading on an Embankment by the Finite Element Method with Different Soil Models -- Characterization of Consolidation Stress-Strain-Time Histories on Pre-Failure Behavior of Natural Clayey Geomaterials -- Modeling of the Small Strain Shear Modulus on a Fiber Reinforced Sand -- Calibration of Rotational Hardening Model for Clays Based on Dilatancy -- The Theory of Granular Packings and the Strength of Coarse Soils -- Understanding the Disintegration of Sensitive Clays Using Remolding Energy -- Integration Scheme for a Thermo-Elasto-Plastic Model with Unconventional Yield Surfaces -- Improvement of the Dynamic Behavior of Soil Structures Underlain by Liquefiable Soil Using the Geosynthetics-Encased Columns -- Observation on Trace of Sand Boiling Erupted from Liquefied Sandy Ground and Its Simulation by Laboratory Model Test -- Visualization of Shear Bands in Cohesionless Soils -- A Microstructure-Based Finite Element Analysis of the Response of Sand -- Stiffness Anisotropy Characteristics of Natural Fined-Grained Seabed Sediments -- Strain Localization Characteristics of Liquefied Sands in Undrained Cyclic Torsional Shear Tests -- Evaluation of Heterogeneities in Reconstituted Samples Using X-Ray Tomography -- Inherent Anisotropy of an Undisturbed and Compacted Loess Soil -- Influence of Shearing Rate on Residual Strength of Clays. Advanced Laboratory Investigation of Axial Cyclic Loading in Silica Sands -- Influence of Volcanic Fly Ash on the Stress-Strain-Strength Behaviour of Loessial Soils -- Consolidation of Shales and Porosity-Permeability Relationship -- Soil Behavior Under Unsaturated and Long Term Vertical Cyclic Loading -- Cyclic Behavior of an Over-Consolidated Remoulded Clay -- Evaluation of Consolidation Behavior Under Horizontal Drainage Condition Using Digital Image Analysis -- Creep in Clay During the First Few Years After Construction -- Comparison of Two Sample Quality Assessment Methods Applied to Oedometer Test Results -- Model for Predicting and Controlling Creep Settlements with Surcharge Loading -- Pore Pressure Generation in Clays Soils Normally Consolidated Under Undrained Cyclic Load Process -- A Rheological Model for Peat That Accounts for Creep -- Effects of Initial Conditions on Strength of Acrylamide Grouted Sands -- Stress-Strain Behavior of a Cement-Based Stabilized Soft Soil -- Effect of Treatment on the Microstructural Characteristics of Bio-Improved Sand -- Deformation of Microbial Induced Calcite Bonded Sands: A Micro-Scale Investigation -- Transitional Behaviour in Asphalt Derived Aggregate Specimens -- Study of the Hot Mix Asphalt Used in Middle West Region of Brazil -- Hydraulic and Mechanical Behaviour of Cement-Bentonite Mixtures Containing HYPER Clay: Impact of Sulfate Attack -- Monotonic and Cyclic Behaviour of Weakly Cemented Sands -- Deformation Characteristics of Grain-Displacing GH-Bearing Sediments -- A Thermo-Hydro-Mechanical Constitutive Model for Saturated Frozen Soils -- Numerical Analysis of Geosynthetic Reinforced Soil Models for Shallow Foundations -- Behavior of a Sand-Polyacrilate Mixture for Seismic Isolation -- Undrained Failure of Fine-Grained Soils with Particular Reference to Shallow Slope Instability. Influence of Smectite Content on the One-Dimensional Deformation Behavior of Reconstituted High Plasticity Clays.
9781614996019
Soils-Plastic properties-Congresses.
Shear strength of soils-Congresses.
Soil mechanics-Congresses.
Electronic books.
TA710.5 .I584 2015
624.15136