F. Guan et al., 2-DIMENSIONAL TRANSIENT FUNDAMENTAL SOLUTION DUE TO SUDDENLY APPLIED LOAD IN A HALF-SPACE, Soil dynamics and earthquake engineering, 17(4), 1998, pp. 269-277
A transient Green function due to suddenly applied line loads in an is
otropic and homogeneous half-space is reported in this paper. The deri
vation of the half-space Green function in the Laplace and the Fourier
transform spaces is first reviewed. Following an explicit inversion o
f the Fourier transform, the inverse Laplace transform is implemented
along the contour integral on the p-complex plane in an integral form.
The half-space Green function consists of full-space Green functions
and a singularity-free complementary term. It can be easily incorporat
ed into current transient boundary elements using the transient full-s
pace Green function. Combined with finite elements, the half-space Gre
en function can be used in a hybrid procedure to solve transient half-
space problems without discretization of the free surface. Numerical r
esults are presented to illustrate transient wave propagation in a hal
fspace. (C) 1998 Published by Elsevier Science Ltd. All rights reserve
d.