Computational Geomechanics. Manuel Pastor
semicolon Subscript w Baseline Over upper Q Superscript asterisk Baseline EndFraction plus ModifyingAbove s With ampersand c period dotab semicolon Subscript 0 Baseline equals 0 2nd Row t Subscript i Baseline equals sigma Subscript italic i j Baseline n Subscript j Baseline equals t overbar Subscript i Baseline o n normal upper Gamma equals normal upper Gamma Subscript t Baseline 3rd Row u Subscript i Baseline equals u overbar Subscript i Baseline o n normal upper Gamma equals normal upper Gamma Subscript u EndLayout"/>
and
(3.18b)
and assuming isotropic permeability
(3.19b)
The summation range for the upper‐case indices will depend on the number of nodes with solid displacement and pore water pressure degrees‐of‐freedom (dofs), respectively.
Applying Green’s identity to the internal force term (first term on the left‐hand side)
Rearranging
(3.20)
The definition of the B matrix in Equation (3.21) is not needed in tensorial form.
(3.23b)
(3.24b)
(3.25b)
(3.26b)
(3.27b)