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Intro; Foreword; Contents; Part I: Constitutive Model; A Simple Anisotropic Mohr-Coulomb Strength Criterion for Granular Soils; Abstract; 1 Introduction; 2 Anisotropic Variable and Anisotropic Mohr-Coulomb Criterion; 3 Concluding Remarks; Acknowledgements; References; The Equivalent Stress of Soil Skeleton; Abstract; 1 Introduction; 2 Effective Stress and Equivalent Stress; 2.1 Effective Stress; 2.2 The True Stress; 3 Equivalent Modified Cam-Clay Model; 4 Model Verification; 5 Conclusions; Acknowledgement; References; Constitutive Model for Granular-Fluid Flows Based on Stress Decomposition
1 Introduction2 A Constitutive Model for Solid-Fluid Flows; 3 Conclusions; References; The Hypoplastic Model Expressed by Mean Stress and Deviatoric Stress Ratio; 1 Introduction; 2 Hypoplastic Model in Mean Stress and Deviatoric Stress Ratio; 3 Discussions; References; Multi-scale Modelling of Crushable Granular Materials; Abstract; 1 Introduction; 2 Micromechanical Model for Granular Materials; 3 Behavior of Crushable Granular Materials; 4 Considering Grain Size Effect; 5 Conclusions; References; Study on the Constitutive Model of Sandy Pebble Soil; Abstract; 1 Introduction
2 Basic Constitutive Model for Composite Material2.1 Reuss Model (Stress Uniformity Model); 2.2 Voigt Model (Strain Uniformity Model); 3 Constitutive Model for Sandy Pebble Soil; 3.1 Stress Uniformity Model; 3.2 Strain Uniformity Model; 3.3 Applicability of Two Models; 4 Numerical Experiment and Modified Formula; References; Isothermal Hyperelastic Model for Saturated Porous Media Based on Poromechanics; Abstract; 1 Introduction; 2 The Constitutive Framework of Hyper-poroelasticity; 2.1 The Potential of Free Energy; 2.2 Isotropic Constitutive Equations; 3 Conclusions; References
Review of N Models in Simulating Mechanical Behavior of ClaysAbstract; 1 Review of N Models in Simulating Mechanical Behavior of Clays; Strain-Rate and Temperature Dependency for Preconsolidation Pressure of Soft Clay; Abstract; 1 Introduction; 2 Strain-Rate Dependency of Preconsolidation Pressure; 3 Temperature Dependency of Preconsolidation Pressure; 4 Combined Expression of Preconsolidation Pressure; 5 Conclusion; Acknowledgment; References; A Nonlinear Elastic Model for Dilatant Coarse-Grained Materials; Abstract; 1 Introduction; 2 The Nonlinear Elastic Constitutive Model
2.1 The Form of the Model2.2 Determination of the Bulk Modulus; 2.3 Determination of the Shear Modulus; 2.4 Determination of the Coupling Modulus; 2.5 Strength Nonlinearity of Coarse-Grained Materials; 3 Model Verification; Acknowledgements; References; Influence of Multidirectional Principal Stress Axes Rotation Sequences on Deformation of Sand; Abstract; 1 Introduction; 2 Numerical Specimens; 3 PSA Rotation Sequences in Various Directions; 4 Concluding Remarks; References; Transversely Isotropic Strength Criterion for Soils Based on the Characteristic Mobilized Plane; Abstract
1 Introduction2 A Constitutive Model for Solid-Fluid Flows; 3 Conclusions; References; The Hypoplastic Model Expressed by Mean Stress and Deviatoric Stress Ratio; 1 Introduction; 2 Hypoplastic Model in Mean Stress and Deviatoric Stress Ratio; 3 Discussions; References; Multi-scale Modelling of Crushable Granular Materials; Abstract; 1 Introduction; 2 Micromechanical Model for Granular Materials; 3 Behavior of Crushable Granular Materials; 4 Considering Grain Size Effect; 5 Conclusions; References; Study on the Constitutive Model of Sandy Pebble Soil; Abstract; 1 Introduction
2 Basic Constitutive Model for Composite Material2.1 Reuss Model (Stress Uniformity Model); 2.2 Voigt Model (Strain Uniformity Model); 3 Constitutive Model for Sandy Pebble Soil; 3.1 Stress Uniformity Model; 3.2 Strain Uniformity Model; 3.3 Applicability of Two Models; 4 Numerical Experiment and Modified Formula; References; Isothermal Hyperelastic Model for Saturated Porous Media Based on Poromechanics; Abstract; 1 Introduction; 2 The Constitutive Framework of Hyper-poroelasticity; 2.1 The Potential of Free Energy; 2.2 Isotropic Constitutive Equations; 3 Conclusions; References
Review of N Models in Simulating Mechanical Behavior of ClaysAbstract; 1 Review of N Models in Simulating Mechanical Behavior of Clays; Strain-Rate and Temperature Dependency for Preconsolidation Pressure of Soft Clay; Abstract; 1 Introduction; 2 Strain-Rate Dependency of Preconsolidation Pressure; 3 Temperature Dependency of Preconsolidation Pressure; 4 Combined Expression of Preconsolidation Pressure; 5 Conclusion; Acknowledgment; References; A Nonlinear Elastic Model for Dilatant Coarse-Grained Materials; Abstract; 1 Introduction; 2 The Nonlinear Elastic Constitutive Model
2.1 The Form of the Model2.2 Determination of the Bulk Modulus; 2.3 Determination of the Shear Modulus; 2.4 Determination of the Coupling Modulus; 2.5 Strength Nonlinearity of Coarse-Grained Materials; 3 Model Verification; Acknowledgements; References; Influence of Multidirectional Principal Stress Axes Rotation Sequences on Deformation of Sand; Abstract; 1 Introduction; 2 Numerical Specimens; 3 PSA Rotation Sequences in Various Directions; 4 Concluding Remarks; References; Transversely Isotropic Strength Criterion for Soils Based on the Characteristic Mobilized Plane; Abstract