Pages that link to "Item:Q3160778"
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The following pages link to Load-displacement and bearing capacity of foundations on granular soils using a multi-surface kinematic constitutive soil model (Q3160778):
Displaying 7 items.
- Prediction of the bearing capacity and load-displacement behavior of shallow foundations by the stress-level-based ZEL method (Q395074) (← links)
- Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE (Q2000757) (← links)
- Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil (Q2729195) (← links)
- Bearing capacity of shallow foundations in transversely isotropic granular media (Q2854875) (← links)
- Bearing capacity factors of circular foundations for a general \(c-\phi\) soil using lower bound finite elements limit analysis (Q2855260) (← links)
- Seismic bearing capacity of shallow foundations near rock slopes using the generalized Hoek-Brown criterion (Q2855284) (← links)
- Influence of relative density and stress level on the bearing capacity of sands (Q4285128) (← links)
