Adjustment of the bearing resistance in RFEM 6 to take into account inhomogeneous soils through iterative reduction of the friction angle.
Adjustment of the bearing resistance in RFEM 6 to take into account inhomogeneous soils through iterative reduction of the friction angle.
2026-06-24
063316
  • RFEM 6

Adjustment of Bearing Resistance Design for Concrete Foundations

Adjustment of the bearing resistance in RFEM 6 to take into account inhomogeneous soils through iterative reduction of the friction angle.

The image illustrates how the bearing resistance design for concrete foundations in RFEM 6 is adapted for inhomogeneous soils. The friction angle of the soil layers is reduced iteratively until the design criteria are fulfilled.
  • Bearing resistance
  • Concrete analysis
  • Inhomogeneous soils
  • RFEM 6
  • EN 1997-1
  • Friction angle
Used in
  • Bearing Resistance of Concrete Foundations in Inhomogeneous Soils
Share