Bifurcations, Instabilities and Degradations in Geomaterials
Geomaterials exhibit complex but rich mechanical behaviour with a variety of failure modes ranging from diffuse to localized deformation depending on stress, density, microstructure, and loading conditions. These failure modes are a result of an instability of material and/or geometric nature that c...
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| Údar Corparáideach: | |
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| Údair Eile: | , , |
| Formáid: | Leictreonach ríomhLeabhar |
| Teanga: | English |
| Foilsithe: |
Berlin, Heidelberg :
Springer Berlin Heidelberg : Imprint: Springer,
2011.
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| Eagrán: | 1st ed. 2011. |
| Sraith: | Springer Series in Geomechanics and Geoengineering,
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| Ábhair: | |
| Rochtain Ar Líne: | https://doi.org/10.1007/978-3-642-18284-6 |
| Clibeanna: |
Cuir Clib Leis
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Clár Ábhair:
- Failure in granular materials: macro and micro views
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- Critical plane approach to analysis of failure criteria for anisotropic geomaterials.-A simple method to consider density and bonding effects in modeling of geomaterials.-Cyclic mobility of sand and its simulation in boundary value problems.-An updated hypoplastic constitutive model, its implementation and application
- A Chemo-Thermo-Mechanically Coupled Analysis of Ground Deformation Induced by Methane Hydrate Dissociation.-Model for Pore-Fluid Induced Degradation of Soft Rocks.-Natural Processes and Strength Degradation.-Local behavior of pore water pressure during plane-strain compression of soft rock
- FE investigations of dynamic shear localization in granular bodies within non-local hypoplasticity using ALE formulation.-Concurrent multiscale computational modeling for dense dry granular materials interfacing deformable solid bodies.-Performance of SPH method for deformation analyses of geomaterials.-CIP-based Numerical Simulation of Snow Avalanche
- A Mesh Free Method to Simulate Earthmoving Operations In Fine-Grain Cohesive Soils.-Analysis of deformation and damage processes in soil-tool interaction problems.-Modeling Excavator-Soil Interactions.