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Can I combine the nonlinear calculation in RF-CONCRETE NL with the determination of foundation coefficients in RF-SOILIN?


This should be possible if only one combination is used in the non-linear calculation. Theoretical background is that RF-SOILIN can not consider several situations in parallel with different bedding parameters. It can only be considered a case. If several load situations are considered in RF-BETON NL, theoretically several systems with different stiffness result. In the context of RF-SOILIN this leads to a contradictory situation.


Foundation Engineering Foundation Soil-structure interaction State II Nonlinear


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