Hydraulic Fracturing in Anisotropic and Heterogeneous Rocks
Valliappan Valliappan (Eindhoven University of Technology)
Joris J.C. Remmers (Eindhoven University of Technology)
Auke Barnhoorn (TU Delft - Civil Engineering & Geosciences)
David Smeulders (Eindhoven University of Technology)
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Abstract
In this paper, we present a two dimensional model for modelling the hydraulic fracture process in anisotropic and heterogeneous rocks. The model is formulated using extended finite elements (XFEM) in combination with Newton-Raphson method for spatial and Euler's implicit scheme for time. The fracture is modelled with the help of cohesive zone method (CZM). Anisotropy arising due to orientation of grains in a specific direction in rocks is modelled to understand the influence of the degree of anisotropy and the grain orientation direction on fracture propagation. A combination of Tsai-Hill failure criterion and Camacho-Ortiz propagation criteria is used to predict mixed mode fracture propagation in anisotropic media. Effect of heterogeneities due to material inclusions, on fractures are modelled.