Pages that link to "Item:Q2583251"
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The following pages link to The incremental response of soils. An investigation using a discrete-element model (Q2583251):
Displaying 8 items.
- An efficient algorithm for granular dynamics simulations with complex-shaped objects (Q1937455) (← links)
- An assessment of plasticity theories for modeling the incrementally nonlinear behavior of granular soils (Q2583246) (← links)
- Biaxial test simulations using a packing of polygonal particles (Q2856188) (← links)
- Discrete methods for soil modelling (Q2955201) (← links)
- Deformation analysis of sands in cubical and hollow cylinder devices (Q3034963) (← links)
- Directional response of a reconstituted fine-grained soil—Part I: experimental investigation (Q3160807) (← links)
- Simple model for transient soil loading in earthquake analysis. I. Basic model and its application (Q3714649) (← links)
- Pore-scale modeling of deformation and shear band bifurcation in porous crystalline rocks (Q6560679) (← links)