Journal of the Engineering Mechanics Division · 1978 · 456 citations · 0 references
EngineeringCivil EngineeringGeotechnical EngineeringSoil MechanicsSoil PhysicsDynamic Structural ResponseRheological ModelingSoil DynamicsSoil-structure InteractionStress Distribution In SoilsViscoelastic BehaviorDynamic Soil-structure InteractionLinear ViscoelasticitySoil Constitutive ModelsSoil Deformation BehaviorStiffnessStrain Response Of SoilsStrain-dependent Soil ResponseStress - Strain Behavior Of Soils
Resistance of soil to harmonic motion of an infinitely long cylinder is investigated theoretically in terms of linear viscoelasticity. Closed-form solution is obtained from which the complex stiffness can be evaluated. The numerical results agree with those obtained by means of the correspondence principle.