A generalized multiscale finite element method is applied to multicontinuum poroelasticity, and 2D/3D tests show 0.08-12% relative L2 errors for pressures and 2.4-11.8% for displacement with 8-16 basis functions per coarse node.
A triple-continuum pressure-transient model for a naturally fractured vuggy reservoir
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Generalized Multiscale Finite Element Method for the poroelasticity problem in multicontinuum media
A generalized multiscale finite element method is applied to multicontinuum poroelasticity, and 2D/3D tests show 0.08-12% relative L2 errors for pressures and 2.4-11.8% for displacement with 8-16 basis functions per coarse node.