Bifurcation and Degradation of Geomaterials in the New Millennium Proceedings of the 10th International Workshop on Bifurcation and Degradation in Geomaterials /
This book contains contributions to the 10th International Workshop on Bifurcation and Degradation in Geomaterials held in Hong Kong, May 28-30, 2014. This event marks the silver Jubilee anniversary of an international conference series dedicated to the research on localization, instability, degrada...
| Συγγραφή απο Οργανισμό/Αρχή: | |
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| Άλλοι συγγραφείς: | , |
| Μορφή: | Ηλεκτρονική πηγή Ηλ. βιβλίο |
| Γλώσσα: | English |
| Έκδοση: |
Cham :
Springer International Publishing : Imprint: Springer,
2015.
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| Σειρά: | Springer Series in Geomechanics and Geoengineering,
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| Θέματα: | |
| Διαθέσιμο Online: | Full Text via HEAL-Link |
Πίνακας περιεχομένων:
- Simulations of shear zones and cracks in engineering materials using extended Finite Element Method
- Discrete modelling of micro-structural phenomena in granular shear zones
- Modelling hydromechanical dilation geomaterial - cavitation and localization
- Fabric evolution and its effect on strain localization in sand
- Micro-mechanical observations of strain localization in granular soils during simple shear loading
- Grainsize evolution in open systems
- Numerical modeling of failure process in cohesive geomaterials
- Hydromechanical modelling of an initial boundary value problem: Studies of non-uniqueness with a second gradient continuum
- A FE² model for hydro-mechanical coupling
- Numerical simulation and length scale calibration of micropolar hypoplastic model
- Micromechanical analysis of second order work in granular media
- Stability and bifurcation in reinforced boreholes
- Shear banding in torsion shear tests on cross-anisotropic deposits of fine Nevada sand
- Effects of flooding on crushable sand
- Numerical analysis of 1D seepage failure process of sandy materials by CWENO method
- Mechanisms of deformation in porous rocks at the grain scale
- The influence of fines content on the onset of instability and critical state line of silty sand
- A multiscale investigation of strain localization in cohesionless sand
- The effect of rotational degrees of freedom on the formation of deformation patterns in granular materials using digital image correlation
- Stick-slip motion and the associated frictional instability caused by vertical oscillations
- Investigation of direct shear interface test using micro-polar continuum approach
- Energy criterion of in-plane fracture propagation in geomaterials with rotating particles
- Dynamic instability in geomaterials associated with the presence of negative stiffness elements
- Numerical modeling of particle breaking process in granular materials: compaction and evolution of size distribution
- Onset of strain localization in unsaturated soils subjected to constant water content loading
- Double-scale assessment of micro-mechanics based constitutive models for granular materials undergoing mechanical degradation
- Hypoplastic constitutive modelling of grain damage under plane shearing
- Hierarchy of failure indicators in the failure analysis of geomaterials
- Static liquefaction of granular soils: the role of grain shape and size
- Static liquefaction and instability in granular media subjected to monotonic loading – A micromechanical investigation
- Capillary effect on critical length of force chains in partially saturated granular materials within the pendular regime
- Study on the initiation of strain localization in soils by 3D non-coaxial plasticity
- Micromechanics-based constitutive modeling and DEM simulation of localized failure in soil
- Thermally induced deformation and failure in shale under drained and undrained heating
- Instability of dissociation process of methane hydrate bearing soil
- Development of image analysis tools to evaluate in-situ evolution of the grain size distribution in sand subjected to breakage
- FEMÍDEM multi-scale analysis of boundary value problems involving strain localization
- Evolution of packing structure in cyclic mobility and post-liquefaction of granular soils
- Experimental versus finite element approach to study scale dependent features in granular materials’ stress and deformation fields
- Onset of strain localization in fiber reinforced composites subjected to plane stress loading
- Using shear strain localisation to model the fracturing around gallery in unsaturated Callovo-Oxfordian claystone
- Experimental study on the behavior of a plasticine material
- Thermodynamic analysis of instability in unsaturated soils
- Plastic deformations in granular materials with rotation of principal stress axes
- A framework to assess the controllability of wetting on unsaturated collapsible soils
- Model tensile cracking in soil with coupled meshless-FEM method
- Quantitative observation of strain localisation in a partially saturated triaxial specimen using microfocus X-ray CT with image analysis
- Simple modeling of time-dependent behavior for structured soils
- The role of microstructure in the liquefaction mechanism
- Dense granular flows: structure and microscopic origins of internal friction
- Dynamic analysis of strain localization in water-saturated elasto-viscoplastic material
- Micromechanical modelling of granular materials through fabric and coordination number anisotropies
- Repetitive compression tests on a carbonate sand
- The evolution of shear bands in sand: Numerical investigations based on an elasto-plastic Cosserat continuum approach.
