Pages that link to "Item:Q4285128"
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The following pages link to Influence of relative density and stress level on the bearing capacity of sands (Q4285128):
Displaying 6 items.
- Prediction of the bearing capacity and load-displacement behavior of shallow foundations by the stress-level-based ZEL method (Q395074) (← links)
- Influence of inter-granular void ratio on monotonic and cyclic undrained shear response of sandy soils (Q554102) (← links)
- Bearing capacity of shallow foundations in transversely isotropic granular media (Q2854875) (← links)
- Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model (Q3160778) (← links)
- (Q4261018) (← links)
- Application of an advanced multi-surface kinematic constitutive soil model (Q4492742) (← links)