Computational Geomechanics. Manuel Pastor
alt="v Subscript i Baseline equals k Subscript italic a i j Baseline left-parenthesis minus p Subscript a Sub Subscript comma j Subscript Baseline plus rho Superscript a Baseline b Subscript j Baseline right-parenthesis"/>
where
and
The phase densities appearing in Sections 2.2–2.4 are intrinsic phase averaged densities as indicated above.
The mass balance equation for water is obtained from Equation (2.80), taking into account the reference system chosen, dividing by ρw, developing the divergence term of the relative velocity and neglecting the gradient of water density. This yields
(2.87)
where the first of Equation (2.84) has been taken into account. This coincides with Equation (2.41a) for incompressible grains (α = 1) except for the source term and the second‐order term due to the change in fluid density. This last one could be introduced in the constitutive relationship (2.75).
Similarly, the mass balance equation for air becomes
(2.88)
where again the first of Equation (2.86) has been taken into account and the gradient of water density has been neglected. Similar remarks as for the water mass balance equation apply. In particular, the constitutive relationships for moist air, Equations (2.70) and (2.71), have been used.
Finally, if, for the solid phase, the following constitutive relationship is used (viz. Lewis and Schrefler 1998)
where Ks is the bulk modulus of the grain material, then the mass balance equations are obtained in the same form as in Section 2.4 (with χw = Sw), though this is not in agreement with what was assumed here for the effective stress.
2.5.6 Nomenclature for Section 2.5
As this section does not follow the notations use of the book, we summarize below for purposes of nomenclature:
aπmass averaged acceleration of π phaseaπsacceleration relative to the solidbexternal momentum supply
Superscripts or subscripts
ga =dry airgw =vapora =airw =waters =solid
2.6