Implicit level set schemes for modeling hydraulic fractures using the XFEM

We describe two novel XFEM schemes for modeling fluid driven fractures both of which exploit an implicit level set algorithm (ILSA) for locating the singular free boundary that occurs when the fluid and fracture fronts coalesce. Both schemes use the mixed PW Garagash and Detournay, 2000 [4]). The two ILSA-XFEM schemes differ in the enrichment strategies that they use to represent the fracture tips: a scheme with full tip enrichment and a simpler, more efficient, scheme in which the tip asymptotic behavior is only imposed in a weak sense. Numerical experiments indicate that the XFEM-t scheme, with full tip enrichment, achieves an Oðh 2 Þ asymptotic convergence rate, while the XFEM-s scheme, with only signum enrichment

[1]  F. Erdogan,et al.  Two bonded half planes with a crack going through the interface , 1973 .

[2]  Peter P. Valko,et al.  Hydraulic fracture mechanics , 1995 .

[3]  Emmanuel M Detournay,et al.  The crack tip region in hydraulic fracturing , 1994, Proceedings of the Royal Society of London. Series A: Mathematical and Physical Sciences.

[4]  Victor C. Tsai,et al.  A model for turbulent hydraulic fracture and application to crack propagation at glacier beds , 2010 .

[5]  Elizaveta Gordeliy,et al.  Coupling schemes for modeling hydraulic fracture propagation using the XFEM , 2013 .

[6]  Allan M. Rubin,et al.  Propagation of Magma-Filled Cracks , 1995 .

[7]  John R. Rice,et al.  Mathematical analysis in the mechanics of fracture , 1968 .

[8]  I. Babuska,et al.  The Partition of Unity Method , 1997 .

[9]  Eduard Siebrits,et al.  Uniform asymptotic approximations for accurate modeling of cracks in layered elastic media* , 2001 .

[10]  Jean-Herve Prevost,et al.  MODELING QUASI-STATIC CRACK GROWTH WITH THE EXTENDED FINITE ELEMENT METHOD PART II: NUMERICAL APPLICATIONS , 2003 .

[11]  T. Fries A corrected XFEM approximation without problems in blending elements , 2008 .

[12]  Thomas-Peter Fries,et al.  A localized mixed‐hybrid method for imposing interfacial constraints in the extended finite element method (XFEM) , 2009 .

[13]  Robert G. Jeffrey,et al.  Hydraulic fracturing applied to inducing longwall coal mine goaf falls , 2000 .

[14]  Michel Salaün,et al.  High‐order extended finite element method for cracked domains , 2005 .

[15]  Lawrence C. Murdoch,et al.  Mechanical analysis of idealized shallow hydraulic fracture , 2002 .

[16]  Ted Belytschko,et al.  Fast integration and weight function blending in the extended finite element method , 2009 .

[17]  J. Prévost,et al.  Modeling quasi-static crack growth with the extended finite element method Part I: Computer implementation , 2003 .

[18]  Emmanuel M Detournay,et al.  The Tip Region of a Fluid-Driven Fracture in an Elastic Medium , 2000 .

[19]  Elizaveta Gordeliy,et al.  Enrichment strategies and convergence properties of the XFEM for hydraulic fracture problems , 2015 .

[20]  Emmanuel M Detournay,et al.  Propagation Regimes of Fluid-Driven Fractures in Impermeable Rocks , 2004 .

[21]  Robert G. Jeffrey,et al.  Caving Induced by Hydraulic Fracturing at Northparkes Mines , 2000 .

[22]  J. C. Marques,et al.  Infinite elements in quasi-static materially nonlinear problems , 1984 .

[23]  A. Peirce A Hermite cubic collocation scheme for plane strain hydraulic fractures , 2010 .

[24]  U. Frank,et al.  Remediation of low permeability subsurface formations by fracturing enhancement of soil vapor extraction , 1995 .

[25]  Emmanuel M Detournay,et al.  A comparison between a semi-analytical and a numerical solution of a two-dimensional hydraulic fracture , 1999 .

[26]  Emmanuel M Detournay,et al.  Self‐similar solution of a plane‐strain fracture driven by a power‐law fluid , 2002 .

[27]  A. Peirce,et al.  An implicit level set method for modeling hydraulically driven fractures , 2008 .

[28]  Ted Belytschko,et al.  Modelling crack growth by level sets in the extended finite element method , 2001 .

[29]  Ted Belytschko,et al.  A finite element method for crack growth without remeshing , 1999 .

[30]  A. G. Fareo,et al.  A group invariant solution for a pre-existing fluid-driven fracture in permeable rock , 2011 .

[31]  Panos Papanastasiou Geomechanics in Petroleum Engineering , 2004 .