Screen LibraryConstitutive modeling of geomaterials : advances and new applications /
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| Corporate Authors: | |
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| Group Author: | |
| Published: |
Springer,
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| Publisher Address: | Berlin ; New York : |
| Publication Dates: | 2013. |
| Literature type: | eBook |
| Language: | English |
| Series: |
Springer series in geomechanics and geoengineering,
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| Subjects: | |
| Online Access: |
http://dx.doi.org/10.1007/978-3-642-32814-5 |
| Item Description: | Includes author index. |
| Carrier Form: | 1 online resource. |
| ISBN: |
9783642328145 (electronic bk.) 3642328148 (electronic bk.) |
| Index Number: | TA170 |
| CLC: | TU43 |
| Contents: |
Shear Strength Criteria for Rock, Rock Joints, Rockfill, Interfaces and Rock Masses / Revisiting the Paradigm of Critical State Soil Mechanics: Fabric Effects / Disturbed State Concept (DSC) for Constitutive Modeling of Geologic Materials and Beyond / Three-Dimensional Failure in Geomaterials: Experimentation and Modeling / FEM Implementation of Micropolar Hypoplastic Model / Failure Mechanism and Control of Geotechnical Structures / Back Analysis of Treporti Test Embankment with a Time Dependent Small Strain Stiffness Constitutive Model / Rate Dependent Elastoviscoplastic Model / Some Strengths and Weaknesses of Overstress Based Elastic Viscoplastic Models / Comparison of Anisotropic Rate-Dependent Models at Element Level / A Comparison of Four Elastic Visco-Plastic Models for Soft Clay / A Rate-Dependent Viscous Model for Sand / A Review on Creep of Frozen Soils / Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt / Simplified Modelling of Isotache Concept for Consolidation / Nonlinear Creep Behavior of Normally Consolidated Soft Clay / Review of Elastic Visco-Plastic Modeling of the Time-Dependent Stress-Strain Behavior of Soils and Its Extensions and Applications / Examination on Time-Dependent Soil Models in One-Dimensional Consolidation / Criterion for Flow Liquefaction Instability / Influence of Grain Breakage on Critical State / Compressible Fluid - An Alternative Concept within CSSM / Investigation of Critical States and Failure in True Triaxial Tests of Clays / Micromechanics of the Critical State of Granular Materials / A Critical State Sand Model with Elastic-Plastic Coupling / Influence of Grain Size Distribution on Critical State of Granular Materials / On Simulation of Strain Localization Using Microplasicity Constitutive Models / Simulation of Isotropic Cyclic Compression by an Elasto-viscoplasitc Constitutive Model Based on the Nonlinear Kinematic Hardening Rules / Rotational Hardening and Uniqueness of Critical State Line in Clay Plasticity / A Modified Bounding Surface Hypoplasticity Model for Sands / Soils in Space / Unique Quantification of Critical State in Granular Media Considering Fabric Anisotropy / Peculiarities of Limiting States in Simulated Drained and Undrained Assemblies of Elliptical Particles / Microstructural Modeling of Granular Materials with Inner Forces / Time Effects Relate to Particle Crushing in Granular Materials / A Power Law for Elastic Moduli of Unsaturated Soil / Application and Meaning of the tij Concept / A Simplified Model for Clayey Rocks Having a Plastic Porous Matrix / Anisotropic Porochemoelectroelastic Solution for Inclined Wellbores with Applications to Operations in Unconventional Shale Plays / Modeling Ground-Shell Contact Forces in NATM Tunneling, Based on 3D Displacement Measurements / Discrete Modeling of Fluid-Particle Interaction in Soils / Realistic Simulation of Progressive Brittle Rock Failure Near Excavation Boundary / Excavation Damaged Zone Modelling in Claystone with Coupled Second Gradient Model / On the Modeling of Transition from a Diffuse to a Localized Damage / A Micromechanical Model for Time Dependent Behavior Related to Subcritical Damage in Quasi Brittle Rocks / Study on Equivalent Rheological Damage Model for Jointed Mass / On the Solubilities of Anhydrite and Gypsum / Binary Medium Model for Rock Sample / Study of Rock Bending Failure Mechanism Based on a Proposed Damage Model / To Which Extend the Failure Mode Originates from Microstructure? / Excavation Damage Zone at High Depths: Field Cases and Coupled Analysis / A Mohr-Coulomb Failure Criterion for Rocks Subjected to Dynamic Loading / An Elasto-plastic Model and Its Return Mapping Scheme for Anisotropic Rocks / Micro-gas Hypothesis for Behaviors of Rocks under Loading / Micromechanical Poroplasiticty Damage Formulations for Saturated Microcracked Rocks / Achieving High Range Elastic Properties of Soil Mass for More Stable and Durable Geostructure / Effect of Air Entrapment on Unsaturated Flow in Porous Media / On the Mechanical Behaviour of the Gibraltar Strait Breccias / Estimation of Tri-axial Behaviour of Pilani Soil Using the Results of Direct Shear Test as a Function of Pore Water Content / Discrete Element Investigation of the Asymptotic Behaviour of Granular Materials / Mechanical Behavior of Granular Particles with Different Angularities / Numerical Simulation of Direct Shear Test Using Elliptical Particles / Study of Anisotropies Evolution in Direct Shear Test Using Discrete Element Method / A Micromechanics-Based Modeling the Simple Shear Behaviors of Granular Materials / Evolution of Fabric in the Shearing Process Based on Micromechanics / Determination of Crystallinity of Alkali Activated Flyash by XRD and FTIR Studies / Stress-Dependency of Intergranular Strain / On Shear-Volume Coupling in Deformation of Soils / Influence of Various Experimental Conditions on Shear Behavior of Compacted Sandy Soil under Unsaturated Condition / Investigation on Strain Localization of Coal Using Micro-finite Difference Modelling / An Elasto-plastic Model for Liquefiable Sands Subjected to Torsional Shear Loadings / A Micromechanics Based Model for Cemented Granular Materials / Modelling the Thermo-plasticity of Unsaturated Soils / Modeling the Dilatancy of Overconsolidated Clay / Current Situation of Constitutive Model for Soils Based on Thermodynamics Approach / Constitutive Modeling of Cemented Sands Using Critical State Soil Mechanics and Generalized Plasticity Concepts / Comparison between Feature of Modified Cam-Clay Model and UH Model / Experimental Investigation and Three Dimensional Constitutive Modeling of Principal Stress Rotation in Shanghai Soft Clay / From Internal Structure to Constitutive Modeling of Granular Assemblies / Extension of Mohr-Coulomb Model into State Dependent Softening of Sand and Its Application in Large Deformation Analysis / A Constitutive Model of Sand Considering the State-Dependent and the Effect of Direction of Principal Stress / An Elastoplastic Constitutive Model of Unsaturated Soils with Coupling of Capillary Hysteresis and Skeletal Deformation / Explicit Incorporation of Asymptotic States into Hypoplasticity / Simple and Unified Modelong of Time-Dependent Behavior for Various Geomaterials / Uniqueness of Numerical Experimental Results and Contribution to Constitutive Model by DEM / Study on Accelerated Creep Properties and Creep Damage Constitutive Relation for Volcanic Breccias / A Research on the Full State Function Constitutive Relation Model / A Generalized Critical State Model for Gas Hydrate-Bearing Sediments / A Review of Constitutive Modeling of Bonded Soil / A Unified Description of Toyoura Sand / A Structured UH Model / Incorporation of Soil Suction in Stress-Based Slope Stability Analysis / Static and Dynamic Analyses of High Core Rockfill Dams / Implementation of Numerical Optimization Techniques in Constitutive Model Calibration / Modeling Damage by Crack Nucleation and Growth in Porous Media / Large Deformation Analysis of Spudcan Penetration into Sand Overlying Normally Consolidated Clay / Application of Data Mining Techniques for the Development of New Rock Mechanics Constitutive Models / Ground Response Curve (GRC) and Excavation Damage Zone Based on an Isotropic Damage Model / Effect of Seismic Wave Form on the Behavior of River Embankment on the Soft Soil Deposit / Integration Algorithms Based on Drucker-Prager Criterion and Application in Slope Stability Analysis / Investigation of Behavioral Aspects of Flexible Pavement under Various Conditions by Finite Element Method / Three Dimensional Implementation of HISS Model in ABAQUS / Stability Analysis of Shuiwenzhan Landslide under Water Level Fluctuation and Rainfall in Three Gorges Reservoir / Case Study: A Stress Update Algorithm for D-P Constitutive Model / Plastic Damage of the Surrounding Rock under the Influence of Confined Water Pressure and Mining Disturbance / 3D Large Deformation FE Analysis of Spudcan Foundations on Layered Clays Using CEL Approach / Erratum: Large Deformation Analysis of Spudcan Penetration into Sand Overlying Normally Consolidated Clay / |