Pages that link to "Item:Q3150110"
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The following pages link to Microstructural deformation mechanisms of unsaturated granular soils (Q3150110):
Displaying 15 items.
- Structural bonding-breakage constitutive model for natural unsaturated clayey soils (Q362817) (← links)
- Coupled effects of capillary suction and fabric on the strength of moist granular materials (Q404630) (← links)
- Revisiting total, matric, and osmotic suction in partially saturated geomaterials (Q422317) (← links)
- Micromechanics of granular materials with capillary effects (Q541014) (← links)
- A coupled micro-mechanical based model for saturated soils (Q986761) (← links)
- Micro-scale analysis on shear characteristics of unsaturated soil by considering capillary suction and adsorption suction based on DDA (Q1980230) (← links)
- A micro-mechanical model for unsaturated soils based on DEM (Q2021212) (← links)
- Finite element solution for static and dynamic interactions of cylindrical rigid objects and unsaturated granular soils (Q2237475) (← links)
- Deformation analysis of granular soils under dynamic compaction based on stochastic medium theory (Q2298610) (← links)
- A microstructural elastoplastic model for unsaturated granular materials (Q2382571) (← links)
- Micromechanical aspects of the shear strength of wet granular soils (Q2856311) (← links)
- Simulating the collapse of unsaturated soil by DEM (Q3150121) (← links)
- Discrete element modelling of deep penetration in granular soils (Q5435721) (← links)
- Micromechanics of granular materials with capillary effects (Q5965823) (← links)
- Memory repositioning in soil plasticity models used in contact problems (Q6044211) (← links)
