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Preface; Contents; Material Behavior: Tests and Theories; Physical Modelling; Numerical and Analytical Methods; Applications and Case Studies; Some Ideas on Constitutive Modelingof Debris Materials; 1 Introduction; 2 Integration of Bingham Fluid Model and Hypoplastic Model; 2.1 Bingham Fluid Model [6]; 2.2 The Hypoplastic Constitutive Model [7]; 2.3 Structure of a New Model for Debris Materials; 3 Conclusions; References; Theoretical and Experimental Investigation into Unsaturated Soil Constitutive Relationship
Preliminary Studies; 1 Introduction; 2 Aspects of Constitutive Modelling
3 Reference Material3.1 Properties; 4 Conclusions; References; Shear Behaviors of Saturated Loess in Naturally Drained Ring-Shear Tests; 1 Introduction; 2 Materials and Test Program; 2.1 Materials; 2.2 Test Program; 3 Results; 4 Discussion; 4.1 Peak and Residual Shear Strength; 4.2 Reversal Shearing Behavior; 4.3 Localized Liquefaction; 5 Conclusion; References; Soil Aggregate Stability in Eco-engineering: Comparison of Field and Laboratory Data with an Outlook on a New Modelling Approach; 1 Introduction; 2 Material and Methods; 2.1 Investigation Area, Soil Material, and Vegetation
2.2 Laboratory Sample Preparation2.3 Field Sample Preparation; 2.4 Soil Aggregate Stability Analysis; 2.5 Root Length and Mycorrhization Degree; 2.6 Statistical Analysis; 3 Results; 3.1 Soil Material; 3.2 Location and Dispersion Parameters; 3.3 Correlations and Tests; 4 Discussion; 5 Outlook; References; Centrifuge Model Test of a Bamboo Crib Wall; 1 Introduction; 2 Material and Methods; 3 Results and Discussions; 4 Conclusions; References; Viscous Effects on Granular Mixturesin a Rotating Drum; 1 Introduction; 2 Methods; 2.1 Apparatus and Instrumentation; 2.2 Soil Mixtures; 2.3 Test Routine
3 Governing Principles4 Results and Analysis; 4.1 General Observations; 4.2 Viscous Effects on Granular Mixtures; 5 Conclusions; References; Centrifuge Model Tests of Rainfall-Induced Landslides; 1 Introduction; 2 Apparatus; 2.1 Geotechnical Centrifuge in the NCG; 2.2 Climatic Chamber; 3 Soil Slope Models; 4 Scaling Laws; 5 Instrumentation; 5.1 Relative Humidity and Temperature; 5.2 Pore Water Pressures; 6 Conclusions; References; Shallow Tunnelling in Partially Saturated SoilNumerical Analysis of the Contribution ofDewatering to the Enhancement of Face Stability; 1 Introduction
2 An Advanced Constitutive Model for Partially Saturated Soil2.1 Model Features; 3 Numerical Analysis; 3.1 Wetting Collapse; 4 Conclusions; References; Modeling the Impact of Granular Flow against an Obstacle; 1 Introduction; 2 Numerical Modeling; 2.1 Contact Law; 2.2 Flowing Particles, Clumping and Shape Effects; 2.3 Sample Preparation; 2.4 Modeling of the Experimental Set Up; 3 Model Calibration; 3.1 Clumps vs. Spherical Particles; 3.2 Flow Thickness and Velocity; 4 Model Validatio on; 4.1 Test L34-H15-; 4.2 Test L44-H15-; 4.3 Test L44-H20-; 5 Conclusions; References
Preliminary Studies; 1 Introduction; 2 Aspects of Constitutive Modelling
3 Reference Material3.1 Properties; 4 Conclusions; References; Shear Behaviors of Saturated Loess in Naturally Drained Ring-Shear Tests; 1 Introduction; 2 Materials and Test Program; 2.1 Materials; 2.2 Test Program; 3 Results; 4 Discussion; 4.1 Peak and Residual Shear Strength; 4.2 Reversal Shearing Behavior; 4.3 Localized Liquefaction; 5 Conclusion; References; Soil Aggregate Stability in Eco-engineering: Comparison of Field and Laboratory Data with an Outlook on a New Modelling Approach; 1 Introduction; 2 Material and Methods; 2.1 Investigation Area, Soil Material, and Vegetation
2.2 Laboratory Sample Preparation2.3 Field Sample Preparation; 2.4 Soil Aggregate Stability Analysis; 2.5 Root Length and Mycorrhization Degree; 2.6 Statistical Analysis; 3 Results; 3.1 Soil Material; 3.2 Location and Dispersion Parameters; 3.3 Correlations and Tests; 4 Discussion; 5 Outlook; References; Centrifuge Model Test of a Bamboo Crib Wall; 1 Introduction; 2 Material and Methods; 3 Results and Discussions; 4 Conclusions; References; Viscous Effects on Granular Mixturesin a Rotating Drum; 1 Introduction; 2 Methods; 2.1 Apparatus and Instrumentation; 2.2 Soil Mixtures; 2.3 Test Routine
3 Governing Principles4 Results and Analysis; 4.1 General Observations; 4.2 Viscous Effects on Granular Mixtures; 5 Conclusions; References; Centrifuge Model Tests of Rainfall-Induced Landslides; 1 Introduction; 2 Apparatus; 2.1 Geotechnical Centrifuge in the NCG; 2.2 Climatic Chamber; 3 Soil Slope Models; 4 Scaling Laws; 5 Instrumentation; 5.1 Relative Humidity and Temperature; 5.2 Pore Water Pressures; 6 Conclusions; References; Shallow Tunnelling in Partially Saturated SoilNumerical Analysis of the Contribution ofDewatering to the Enhancement of Face Stability; 1 Introduction
2 An Advanced Constitutive Model for Partially Saturated Soil2.1 Model Features; 3 Numerical Analysis; 3.1 Wetting Collapse; 4 Conclusions; References; Modeling the Impact of Granular Flow against an Obstacle; 1 Introduction; 2 Numerical Modeling; 2.1 Contact Law; 2.2 Flowing Particles, Clumping and Shape Effects; 2.3 Sample Preparation; 2.4 Modeling of the Experimental Set Up; 3 Model Calibration; 3.1 Clumps vs. Spherical Particles; 3.2 Flow Thickness and Velocity; 4 Model Validatio on; 4.1 Test L34-H15-; 4.2 Test L44-H15-; 4.3 Test L44-H20-; 5 Conclusions; References