A fully implicit and consistent finite element framework for modeling reservoir compaction with large deformation and nonlinear flow model. II: Verification and numerical example

DOI10.1007/S10596-017-9716-2zbMath1405.86006OpenAlexW2782797586MaRDI QIDQ1710352

Ruijie Liu, Zhijun Liu

Publication date: 22 January 2019

Published in: Computational Geosciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10596-017-9716-2

zbMATH Keywords

strip footingnonlinear iterationcap plasticityimplicit numerical methodssubsidenceconsistent finite element frameworkconvergent pattenmaterial integratornonlinear flow modelpore pressure drawdownreservoir compactionwellbore damage

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60) Computational methods for problems pertaining to geophysics (86-08) Geological problems (86A60)

Related Items (2)

Unfitted finite element method for fully coupled poroelasticity with stabilization ⋮ Finite element implementation of a geometrically and physically nonlinear consolidation model

Cites Work

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• Implicit numerical integration of a three-invariant, isotropic/kinematic hardening cap plasticity model for geomaterials
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