A fully implicit and consistent finite element framework for modeling reservoir compaction with large deformation and nonlinear flow model. I: Theory and formulation
DOI10.1007/s10596-017-9715-3zbMath1405.86005OpenAlexW2779755828MaRDI QIDQ1710351
Publication date: 22 January 2019
Published in: Computational Geosciences (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s10596-017-9715-3
convergencefinite elementnonlinearityfinite deformationgeomechanicsfully implicitsubsidencecoupled fieldcap plastic modelconsistent formulationmaterial integratorreservoir compactionstress-dependent permeability
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)
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