A simplified procedure for torsional impedance functions of embedded foundations in a soil layer

Abstract A simplified calculation procedure for torsional impedance functions of circular embedded foundations in a soil layer with rigid base is presented. The solution is constructed by means of linear combinations of natural modes of propagation and participation factors. The unknown coefficients of such expansions are obtained from the continuous treatment of appropriate boundary conditions in the least-squares sense. The influence of soil material damping is investigated by using hysteretic and viscous models. Dynamic stiffnesses of soil-foundation systems are computed for different foundation embedments and soil layer depths. Finally, the practical importance of introducing viscous instead of hysteretic damping in linear interaction analyses in the time domain is discussed.

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