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Resonance-dependent Winkler moduli for laterally-loaded piles under inertial and kinematic loading
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Anoyatis, G., & Lemnitzer, A. Resonance-dependent Winkler moduli for laterally-loaded piles under inertial and kinematic loading

Winkler models are widely used to predict the response of piles under lateral inertial and kinematic loading. Usually the pile is treated as a flexural beam and the restraining and dissipative action of the surrounding soil can be considered through... Read More about Resonance-dependent Winkler moduli for laterally-loaded piles under inertial and kinematic loading.