Combining the linear transformation and the solution technique for the cubic equation, a general closed-form analytic solution for bulk waves in orthotropic ani
The development of compaction bands in saturated soils, which is coupling-rate, inertial and pore-pressure-dependent, under axisymmetric loading was discussed,
In this note, we prove that the convergence rate of the modified Gauss-Seidel (MGS) method with preconditional I + Sa isa monotonic function of preconditioning