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Bifurcation and Degradation of Geomaterials in the New Millennium

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Cover of 'Bifurcation and Degradation of Geomaterials in the New Millennium'

Table of Contents

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    Book Overview
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    Chapter 1 Simulations of Shear Zones and Cracks in Engineering Materials Using eXtended Finite Element Method
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    Chapter 2 Discrete Modelling of Micro-structural Phenomena in Granular Shear Zones
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    Chapter 3 Modelling Hydromechanical Dilation Geomaterial—Cavitation and Localization
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    Chapter 4 Fabric Evolution and Its Effect on Strain Localization in Sand
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    Chapter 5 Micro-mechanical Observations of Strain Localization in Granular Soils During Simple Shear Loading
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    Chapter 6 Grainsize Evolution in Open Systems
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    Chapter 7 Numerical Modeling of Failure Process in Cohesive Geomaterials
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    Chapter 8 Hydromechanical Modelling of an Initial Boundary Value Problem: Studies of Non-uniqueness with a Second Gradient Continuum
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    Chapter 9 A FE 2 Model for Hydro-mechanical Coupling
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    Chapter 10 Numerical Simulation and Length Scale Calibration of Micropolar Hypoplastic Model
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    Chapter 11 Micromechanical Analysis of Second Order Work in Granular Media
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    Chapter 12 Stability and Bifurcation in Reinforced Boreholes
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    Chapter 13 Shear Banding in Torsion Shear Tests on Cross-Anisotropic Deposits of Fine Nevada Sand
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    Chapter 14 Effects of Flooding on Crushable Sand
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    Chapter 15 Numerical Analysis of 1D Seepage Failure Process of Sandy Materials by CWENO Method
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    Chapter 16 Mechanisms of Deformation in Porous Rocks at the Grain Scale
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    Chapter 17 The Influence of Fines Content on the Onset of Instability and Critical State Line of Silty Sand
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    Chapter 18 A Multiscale Investigation of Strain Localization in Cohesionless Sand
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    Chapter 19 The Effect of Rotational Degrees of Freedom on the Formation of Deformation Patterns in Granular Materials Using Digital Image Correlation
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    Chapter 20 Stick-Slip Motion and the Associated Frictional Instability Caused by Vertical Oscillations
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    Chapter 21 Investigation of Direct Shear Interface Test Using Micro-polar Continuum Approach
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    Chapter 22 Energy Criterion of In-plane Fracture Propagation in Geomaterials with Rotating Particles
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    Chapter 23 Dynamic Instability in Geomaterials Associated with the Presence of Negative Stiffness Elements
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    Chapter 24 Numerical Modeling of Particle Breaking Process in Granular Materials: Compaction and Evolution of Size Distribution
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    Chapter 25 Onset of Strain Localization in Unsaturated Soils Subjected to Constant Water Content Loading
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    Chapter 26 Double-Scale Assessment of Micro-mechanics Based Constitutive Models for Granular Materials Undergoing Mechanical Degradation
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    Chapter 27 Hypoplastic Constitutive Modelling of Grain Damage Under Plane Shearing
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    Chapter 28 Hierarchy of Failure Indicators in the Failure Analysis of Geomaterials
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    Chapter 29 Static Liquefaction of Granular Soils: The Role of Grain Shape and Size
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    Chapter 30 Static Liquefaction and Instability in Granular Media Subjected to Monotonic Loading—A Micromechanical Investigation
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    Chapter 31 Capillary Effect on Critical Length of Force Chains in Partially Saturated Granular Materials Within the Pendular Regime
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    Chapter 32 Study on the Initiation of Strain Localization in Soils by 3D Non-coaxial Plasticity
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    Chapter 33 Micromechanics-Based Constitutive Modeling and DEM Simulation of Localized Failure in Soil
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    Chapter 34 Thermally Induced Deformation and Failure in Shale Under Drained and Undrained Heating
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    Chapter 35 Instability of Dissociation Process of Methane Hydrate Bearing Soil
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    Chapter 36 Development of Image Analysis Tools to Evaluate In-Situ Evolution of the Grain Size Distribution in Sand Subjected to Breakage
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    Chapter 37 FEM  ×  DEM Multi-scale Analysis of Boundary Value Problems Involving Strain Localization
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    Chapter 38 Evolution of Packing Structure in Cyclic Mobility and Post-liquefaction of Granular Soils
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    Chapter 39 Experimental Versus Finite Element Approach to Study Scale Dependent Features in Granular Materials’ Stress and Deformation Fields
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    Chapter 40 Onset of Strain Localization in Fiber Reinforced Composites Subjected to Plane Stress Loading
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    Chapter 41 Using Shear Strain Localisation to Model the Fracturing Around Gallery in Unsaturated Callovo-Oxfordian Claystone
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    Chapter 42 Experimental Study on the Behavior of a Plasticine Material
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    Chapter 43 Thermodynamic Analysis of Instability in Unsaturated Soils
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    Chapter 44 Plastic Deformations in Granular Materials with Rotation of Principal Stress Axes
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    Chapter 45 A Framework to Assess the Controllability of Wetting on Unsaturated Collapsible Soils
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    Chapter 46 Model Tensile Cracking in Soil with Coupled Meshless-FEM Method
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    Chapter 47 Quantitative Observation of Strain Localisation in a Partially Saturated Triaxial Specimen Using Microfocus X-ray CT with Image Analysis
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    Chapter 48 Simple Modeling of Time-Dependent Behavior for Structured Soils
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    Chapter 49 The Role of Microstructure in the Liquefaction Mechanism
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    Chapter 50 Dense Granular Flows: Structure and Microscopic Origins of Internal Friction
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    Chapter 51 Dynamic Analysis of Strain Localization in Water-Saturated Elasto-Viscoplastic Material
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    Chapter 52 Micromechanical Modelling of Granular Materials Through Fabric and Coordination Number Anisotropies
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    Chapter 53 Repetitive Compression Tests on a Carbonate Sand
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    Chapter 54 The Evolution of Shear Bands in Sand: Numerical Investigations Based on an Elasto-Plastic Cosserat Continuum Approach
Attention for Chapter 6: Grainsize Evolution in Open Systems
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Chapter title
Grainsize Evolution in Open Systems
Chapter number 6
Book title
Bifurcation and Degradation of Geomaterials in the New Millennium
Published by
Springer, Cham, January 2015
DOI 10.1007/978-3-319-13506-9_6
Book ISBNs
978-3-31-913505-2, 978-3-31-913506-9
Authors

Benjy Marks, Itai Einav

Mendeley readers

Mendeley readers

The data shown below were compiled from readership statistics for 4 Mendeley readers of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Australia 1 25%
Unknown 3 75%

Demographic breakdown

Readers by professional status Count As %
Student > Ph. D. Student 1 25%
Professor > Associate Professor 1 25%
Lecturer 1 25%
Student > Doctoral Student 1 25%
Readers by discipline Count As %
Engineering 3 75%
Earth and Planetary Sciences 1 25%