Pages that link to "Item:Q4797929"
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The following pages link to Micromechanical modelling of monotonic drained and undrained shear behaviour of granular media using three-dimensional DEM (Q4797929):
Displaying 11 items.
- Comment on: ``Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils'' by M. Belkhatir, A. Arab, H. Missoum, T. Schanz (Q554190) (← links)
- A computational procedure for the prediction of settlement in granular materials under cyclic loading (Q839170) (← links)
- Macro- and micro-behaviors of granular materials under different sample preparation methods and stress paths (Q1764921) (← links)
- A statistical analysis of void size distribution in a simulated narrowly graded packing of spheres (Q1937407) (← links)
- Critical state behaviour of granular materials from isotropic and rebounded paths: DEM simulations (Q1937414) (← links)
- Influence of relative density on granular materials behavior: DEM simulations of triaxial tests (Q1937436) (← links)
- Investigating the combined effects of inherent and stress-induced anisotropy on the mechanical behavior of granular materials using three-dimensional discrete element method (Q2004139) (← links)
- Mechanical properties of granular materials: A variational approach to grain-scale simulations (Q2848353) (← links)
- Flat boundaries and their effect on sand testing (Q2854878) (← links)
- Numerical local analysis of relevant internal variables for constitutive modelling of granular materials (Q2854897) (← links)
- Physical and numerical investigation of a cemented granular assembly of steel spheres (Q2854960) (← links)