Pages that link to "Item:Q1046030"
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The following pages link to Three-dimensional constitutive relations for granular materials based on the dilatant double shearing mechanism and the concept of fabric (Q1046030):
Displaying 15 items.
- Nonlinear elasto-plastic model for dense granular flow (Q422530) (← links)
- A micromechanics-based elastoplastic damage model for granular materials at low confining pressure (Q422590) (← links)
- Application of a continuum theory to vertical vibrations of a layer of granular material (Q540984) (← links)
- Incorporating the effects of fabric in the dilatant double shearing model for planar deformation of granular materials (Q814785) (← links)
- Constitutive response of idealized granular media under the principal stress axes rotation (Q951145) (← links)
- Generic strength model for dry jointed rock masses (Q959913) (← links)
- Constitutive modelling for granular media using an anisotropic distortional yield model (Q1914954) (← links)
- FE-calculations of stress distribution under prismatic and conical sandpiles within hypoplasticity (Q1937402) (← links)
- A simplified model for inelastic behavior of an idealized granular material (Q2476940) (← links)
- Multi-mechanism anisotropic model for granular materials (Q2479309) (← links)
- Modeling of stress distribution in granular piles: Comparison with centrifuge experiments (Q2727175) (← links)
- Numerical simulation of fabric anisotropy and strain localization of sand under simple shear (Q2854654) (← links)
- (Q3124759) (← links)
- A Fabric-Related Constitutive Model for Granular Materials (Q3212367) (← links)
- A comparative study of the hypoplasticity and the fabric-dependent dilatant double shearing models for granular materials (Q4933130) (← links)