This paper presents numerical techniques for evaluating integrals of the form
These integrals arise during the application of the Hankel transform to pass the displacements of a layered soil profile from the
wave number domain to the spatial domain in three-dimensional problems of elastodynamics. The objective here is to obtain solutions
with an adequate accuracy from the engineering point of vie
w to the integrals that arise in a first order
formulation of a
wave propagation model
widely used for layered soils.