Question:
Can I combine the nonlinear calculation in RF‑CONCRETE NL with the determination of foundation coefficients in RF‑SOILIN?
Answer:
This should be possible if only one combination is used in the nonlinear calculation. The theoretical background is that RF‑SOILIN cannot consider several situations in parallel with different foundation coefficients. Only one case can be considered at a time. If several load situations are considered in RF‑CONCRETE NL, several different stiffnesses theoretically result. In connection with RF‑SOILIN, this leads to a contradictory situation.
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Keywords:
- Foundation #Subsoil #Soil_structure_interaction #State_II #Nonlinear