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Consolidation Settlement Under a Rectangular Load Distribution
Theory of Elasticity and Consolidation for a Porous Anisotropic
Theory of Deformation of a Porous Viscoelastic Anisotropic Solid
9 other sections not shown
acoustic propagation anisotropic applied assume body force boundary cell Cp cell potential collective potential compressibility consider consolidation constant coordinates correspondence principle corresponding Darcy's law defined deformation denote derived differential dilatational waves displacement displacement vector dissipation function dynamic effect elastic coefficients entropy production equilibrium evaluated expression field equations flow fluid content fluid pressure frequency heat Hence incremental inertia forces initial stress integral introduced irreversible thermodynamics isotropic Lagrangian equations linear load M. A. Biot matrix mechanics medium nonlinear obtained permeability Phys physical Poiseuille flow porosity porous media porous solid primary cell principle of virtual problem properties quadratic form relaxation represents rotational waves settlement soil solution strain components stress-strain relations supply cell surface symmetry temperature tensor thermobaric thermoelastic thermomolecular diffusion tion unit initial volume unit volume variables variational principle vector velocity virtual dissipation viscoelastic viscosity write written yields zero