Schoenberg's angle on fractures and anisotropy: A study in orthotropy |
For waves propagating in the [-]-plane with wavenumbers
and
where
,
Tsvankin (1997) shows that we have the following equations
[patterned here after the notation of Berryman (1979)]:
Sayers and Kachanov (1991) consider a model with two sets of possibly nonorthogonal
fractures, also possibly having two different fracture density values
and . Total fracture density is therefore
.
These authors found that the pertinent fracture influence parameters were multiplied
in this situation, when the angle between the fracture sets is ,
either solely by itself or by one of the two factors:
Table 1 shows the Sayers and Kachanov (1991) results for corrections to the isotropic background values of compliance (in Voigt matrix notation -- the original paper had results expressed in terms of tensor notation). Those background values are specfically for one model considered having Poisson's ratio (dimensionless), effective bulk modulus , shear modulus , and Young's modulus , with all moduli measured in units of GPa. For the assumed inertial density kg/m, the resulting isotropic background compressional wave speed is km/s and shear wave speed is km/s. For our computations, we also need the isotropic background compliance values, which are , , and . The fracture influence factors and , found for this specific model by Berryman and Grechka (2006), are displayed in Table 2. Some higher order fracture-influence factors were also obtained in the earlier work, but I will not be considering such factors in this short paper.
In the examples that follow, I will consider only the case of equal
fracture densities
. For this somewhat
simpler situation, I also have
Fracture parameter | GPa |
There may also be some uncertainty about exactly which of these factors is which in this degenerate case, because of the sign ambiguity in taking the square root of . But I will not concern myself with this detail here.
Schoenberg's angle on fractures and anisotropy: A study in orthotropy |