4.4 Article

A PHASE-FIELD METHOD FOR PROPAGATING FLUID-FILLED FRACTURES COUPLED TO A SURROUNDING POROUS MEDIUM

Journal

MULTISCALE MODELING & SIMULATION
Volume 13, Issue 1, Pages 367-398

Publisher

SIAM PUBLICATIONS
DOI: 10.1137/140967118

Keywords

finite elements; phase field; Biot system; fixed-stress iterative coupling; fracture propagation

Funding

  1. Conoco Phillips [UTA10-000444]
  2. StatOil
  3. J. Tinsley Oden Faculty Fellowship Research Program
  4. U.S. Department of Energy, Office of Science, Office of Basic Energy Sciences through DOE Modeling and Simulation of coupled complex multiscale subsurface phenomena [DE-FG02-04ER25617, MOD. 010]
  5. ICES Postdoctoral Fellowship
  6. Humboldt Foundation

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The recently introduced phase-field approach for pressurized fractures in a porous medium offers various attractive computational features for numerical simulations of cracks such as joining, branching, and nonplanar propagation in possibly heterogeneous media. In this paper, the pressurized phase-field framework is extended to fluid-filled fractures in which the pressure is computed from a generalized parabolic diffraction problem. Here, the phase-field variable is used as an indicator function to combine reservoir and fracture pressure. The resulting three-field framework (elasticity, phase field, pressure) is a multiscale problem that is based on the Biot equations. The proposed numerical solution algorithm iteratively decouples the equations using a fixed-stress splitting. The framework is substantiated with several numerical benchmark tests in two and three dimensions.

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