Pages that link to "Item:Q5435721"
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The following pages link to Discrete element modelling of deep penetration in granular soils (Q5435721):
Displaying 10 items.
- Future continuum models for granular materials in penetration analyses (Q608162) (← links)
- Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses (Q1937404) (← links)
- Stress continuity in DEM-FEM multiscale coupling based on the generalized bridging domain method (Q2182959) (← links)
- The incremental response of soils. An investigation using a discrete-element model (Q2583251) (← links)
- Steady-state solution for cylindrical penetrometers (Q2854866) (← links)
- Discrete element modeling of direct shear tests for a granular material (Q2854889) (← links)
- Discrete methods for soil modelling (Q2955201) (← links)
- Large displacement FEM modelling of the cone penetration test (CPT) in normally consolidated sand (Q4456103) (← links)
- DEM Analysis of Jacked Open-Ended Pile (Q5131900) (← links)
- Combining upper bound and strain path methods for evaluating penetration resistance (Q5311926) (← links)