Stability and convergence of sequential methods for coupled flow and geomechanics: Drained and undrained splits

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Accuracy and convergence properties of the fixed‐stress iterative solution of two‐way coupled poromechanics (2015, background): “where time derivatives are taken with respect to dimensionless time t and is the so-called coupling strength parameter defined in [23, 32, 33].”
On the optimization of the fixed‐stress splitting for Biot's equations (2018, unknown): “α2 β ‖‖‖en,i p ‖‖‖2 ≤ 2μ‖‖‖‖ε(en,i u )‖‖‖‖2 + λ‖‖‖∇ · en,i u ‖‖‖2, (22)”
Convergence of iterative coupling of geomechanics with flow in a fractured poroelastic medium (2016, background): “More recently, Mikelić and Wheeler [23] have considered different iterative schemes for flow and mechanics couplings and established contractive results in suitable norms; see also [18, 19] for studying the Von Neumann stability of iterative algorithms (see also [27, 28] for relationship of these it”