S. Tinti et A. Armigliato, DISPLACEMENTS AND STRESSES INDUCED BY A POINT-SOURCE ACROSS A PLANE INTERFACE SEPARATING 2 ELASTIC SEMIINFINITE SPACES - AN ANALYTICAL SOLUTION, J GEO R-SOL, 103(B7), 1998, pp. 15109-15125
The problem of computing the static deformations and stresses produced
by a point source in a homogeneous infinite medium was solved by Volt
erra [1907] in a closed analytical form at the beginning of this centu
ry. The similar problem of computing fields generated by point sources
in a homogeneous half-space bounded by a free surface was later studi
ed by Steketee [1958a,b] and several others [see Okada, 1985, 1992], w
ho focused on point as well as on rectangular fault sources of interes
t in seismology. Here the model taken into account consists of two ela
stic half-spaces characterized by different elastic properties (rigidi
ty modulus mu and Poisson coefficient nu) and separated by a planar in
terface: assuming that a point source is active in one half-space, sta
tic deformations and stresses generated by the source in the whole spa
ce ate computed. The similar problem of two half-spaces welded togethe
r was solved by Heaton and Heaton [1989], but they imposed the simplif
ying constraint that both materials are Poissonian (i.e., both have th
e same Poisson coefficient nu = 0.25). The present approach, which is
based on the Galerkin vector method, is general and applicable to an a
rbitrary point source. In this paper the computations have been carrie
d out explicitly only for the special case of a dislocation source hav
ing the form of a strike-slip double couple. The solution is provided
in a closed analytical form by means of expressions involving the sour
ce descriptors (position and intensity) as well as the elastic paramet
ers of the heterogeneous medium. The solutions have been illustrated a
nd discussed with special attention given to the dependence of the dis
placement and stress components on the elastic parameters of the model
. One interesting finding concerns the Limiting case when the rigidity
modulus of the half-space not containing the point source is equalize
d to zero. Although the solution in this half-space no longer makes se
nse, the solution in the other reduces exactly to the one computed for
a halfspace with a free surface, that is, to the solutions computed b
y Steketee [1958a] and Okada [1985] following an alternative approach.