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Bifurcation and Degradation of Geomaterials in the New Millennium

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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
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Bifurcation and Degradation of Geomaterials in the New Millennium
Published by
Springer, December 2014
DOI 10.1007/978-3-319-13506-9
978-3-31-913506-9, 978-3-31-913505-2

Chau, Kam-Tim, Zhao, Jidong

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Mendeley readers

The data shown below were compiled from readership statistics for 48 Mendeley readers of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Unknown 48 100%

Demographic breakdown

Readers by professional status Count As %
Student > Ph. D. Student 2 4%
Researcher 1 2%
Unknown 45 94%
Readers by discipline Count As %
Engineering 2 4%
Materials Science 1 2%
Unknown 45 94%