Pages that link to "Item:Q395074"
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The following pages link to Prediction of the bearing capacity and load-displacement behavior of shallow foundations by the stress-level-based ZEL method (Q395074):
Displaying 5 items.
- Plastic design theory of frozen wall thickness in an ultradeep soil layer considering large deformation characteristics (Q1721547) (← links)
- Determination of ultimate load and possible failure path for a rigid strip footing on soil partially supported by retaining wall using an adaptive refinement process (Q1758823) (← links)
- Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE (Q2000757) (← 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)