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This work contributed an analytical solution to the problem of an infinite viscoelastic plate supported on a Pasternak foundation and subjected to axisymmetric normal loading. The derivation was based on defining a set of iterative functions, each containing information on the plate's relaxation modulus and on the time-variation of the loading. By writing the sought solution as a linear combination of these functions it was shown how to decompose the original viscoelastic problem into a set ofdoi:10.1080/14680629.2018.1530693 fatcat:2qkbq23gs5gadpyanl2qqi6dky