The propagation of Stoneley and flexural waves in a fluid-filled boreh
ole is adequately described by the linear equations of elasticity. How
ever, when the borehole fluid is pressurized either due to the hydrost
atic head at a given depth or with the aid of packers at the wellhead,
both the fluid and the surrounding formation are subjected to biasing
stresses. Under this situation, wave propagation along the borehole i
s described by the equations of motion for small dynamic fields superp
osed on a bias. The resulting formulation allows us to study the influ
ence of a change in the quid pressure on the Stoneley and flexural mod
e dispersion curves. Since the biasing stresses in the surrounding for
mation exhibit a radial decay away from the borehole, it is expedient
to employ a perturbation technique to calculate changes in the borehol
e Stoneley and flexural wave dispersion curves asa function of hydrost
atic pressure change in the fluid. A key advantage of this perturbatio
n technique is that it separates contributions of the acoustoelastic e
ffect due to the borehole fluid ana that due to the formation. Insofar
as the fluid nonlinear properties at a given pressure and temperature
are known, the model provides a procedure for estimating the acoustoe
lastic coefficient of the formation for the borehole Stoneley and flex
ural wave velocities for a given change in the fluid pressure. The for
mation acoustoelastic coefficient can be expressed as a fractional cha
nge in the acoustic wave velocity caused by a unit change in the boreh
ole pressure. Computational results show that acoustoelastic coefficie
nts for the Stoneley and flexural waves are larger for formations with
higher degree of nonlinearity which is typically associated with poor
ly consolidated rocks.