Constitutive Modeling of Geomaterials

Advances and New Applications

Editors:

ISBN: 978-3-642-32813-8 (Print) 978-3-642-32814-5 (Online)

Table of contents (106 chapters)

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  1. Front Matter

    Pages 1-12

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    Pages 1-12

    Shear Strength Criteria for Rock, Rock Joints, Rockfill, Interfaces and Rock Masses

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    Pages 13-26

    Revisiting the Paradigm of Critical State Soil Mechanics: Fabric Effects

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    Pages 27-45

    Disturbed State Concept (DSC) for Constitutive Modeling of Geologic Materials and Beyond

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    Pages 47-58

    Three-Dimensional Failure in Geomaterials: Experimentation and Modeling

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    Pages 59-62

    FEM Implementation of Micropolar Hypoplastic Model

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    Pages 63-87

    Failure Mechanism and Control of Geotechnical Structures

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    Pages 89-96

    Back Analysis of Treporti Test Embankment with a Time Dependent Small Strain Stiffness Constitutive Model

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    Pages 97-105

    Rate Dependent Elastoviscoplastic Model

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    Pages 107-114

    Some Strengths and Weaknesses of Overstress Based Elastic Viscoplastic Models

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    Pages 115-119

    Comparison of Anisotropic Rate-Dependent Models at Element Level

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    Pages 121-124

    A Comparison of Four Elastic Visco-Plastic Models for Soft Clay

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    Pages 125-128

    A Rate-Dependent Viscous Model for Sand

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    Pages 129-133

    A Review on Creep of Frozen Soils

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    Pages 135-138

    Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt

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    Pages 139-143

    Simplified Modelling of Isotache Concept for Consolidation

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    Pages 145-148

    Nonlinear Creep Behavior of Normally Consolidated Soft Clay

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    Pages 149-157

    Review of Elastic Visco-Plastic Modeling of the Time-Dependent Stress-Strain Behavior of Soils and Its Extensions and Applications

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    Pages 159-166

    Examination on Time-Dependent Soil Models in One-Dimensional Consolidation

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    Pages 167-172

    Criterion for Flow Liquefaction Instability

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    Book Chapter

    Pages 173-177

    Influence of Grain Breakage on Critical State

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