The Biot theory of seismic wave propagation is formulated in terms of two displacement vector fields. These are the displacement fields for the average motions of the solid phase and the fluid phase. In this theory, every representative volume element, i.e. a material point, is ascribed with two constituent mass densities and has six translational degrees of freedom. Clearly, such a framework is incompatible with any wave field recording where only three independent components of a vector field can be ascribed to and measured at a given location. By defining the material point to be the center-of-mass of the constituting solid and fluid masses, this unconformity can be reconciled. The motion of this material point is determined by the vector center of the constituting masses, which we refer to as the center-of-mass or mean field. Realizing that the dynamics of the constituting masses is like a two-body problem, to this material point, the field associated with the relative acceleration between the phases is ascribed as the other field. We refer to it as the internal rotational field, or simply the internal field. It is taken as a weighted relative motion between the two phases, where the dimensionless weighting factor is the product of the reduced mass density of the poro-continuum with the difference of the reciprocal of the densities of the two phases. The mean field and the internal field are taken as the fundamental vector fields. We find that the total mass of the poro-continuum is conserved with the mean field. The total linear momentum is expressed completely in terms of the mean field. Thus, it is the mean field that is associated with three translational degrees of freedom of the material point. Geophones and seismometers are total linear momentum measuring devices thereby tracking the mean field. Therefore, recorded seismic data correspond to the mean field. The internal field is linked to the angular momentum about the center-ofmass (spin) and the rotational kinetic energy of the material point; hence, it represents the three rotational degrees of freedom of the material point. A simple linear transformation recasts the Biot equations of motion in terms of the mean and internal fields. These are be the appropriate equations of motion for wave propagation problems.
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