CDEM-based analysis of the 3D initiation and propagation of hydrofracturing cracks in heterogeneous glutenites

Abstract Unconventional natural gas reservoirs usually have composite or heterogeneous microstructures, and heterogeneity has significant influence on the initiation and propagation of hydrofracturing cracks. Numerical simulation has advantages over in situ or experimental studies in the examination of the integrate hydrofracturing process. Many numerical modelling studies have been conducted to investigate the patterns of underground hydraulic fracturing. Unfortunately, few models have adequately simulated the 3D dynamic hydraulic fracturing process while maintaining accurate heterogeneous structures. This study adopted numerical simulation to investigate the processes of the initiation and the propagation of cracks in a heterogeneous material based on the CDEM algorithm, which couples finite and discrete element methods. A numerical model was used to represent the actual heterogeneous structure of a physical specimen. The initiation position and process of propagation of cracks influenced by geostress differences and heterogeneity are discussed. The efficiency of the simulation work was verified by the 3D reconstruction models in terms of the experimental results. The results indicated that material heterogeneity has considerable effect on crack initiation, but that crack propagation is controlled primarily by the geostress ratio.

[1]  R. P. Young,et al.  Distinct element modeling of hydraulically fractured Lac du Bonnet granite , 2005 .

[2]  K. Gray,et al.  Rock-Property Changes During Reservoir Compaction , 1992 .

[3]  Yicai Wang Numerical modelling of heterogeneous rock breakage behaviour based on texture images , 2015 .

[4]  Manhong Zhao,et al.  Stochastic structural model of rock and soil aggregates by continuum-based discrete element method , 2005 .

[5]  Yang Ju,et al.  Experimental investigation of the effects of heterogeneity and geostress difference on the 3D growth and distribution of hydrofracturing cracks in unconventional reservoir rocks , 2016 .

[6]  Jiao Peng,et al.  Hydraulic fracture propagation direction during volume fracturing in unconventional reservoirs , 2016 .

[7]  Shanyong Wang,et al.  A numerical investigation of the hydraulic fracturing behaviour of conglomerate in Glutenite formation , 2013 .

[8]  A. D. Taleghani,et al.  An Analytical Solution for Microannulus Cracks Developed Around a Wellbore , 2015 .

[9]  T. Ishida,et al.  The distinct element analysis for hydraulic fracturing in hard rock considering fluid viscosity and particle size distribution , 2011 .

[10]  T. Yin,et al.  Comparison of mechanical properties in high temperature and thermal treatment granite , 2016 .

[11]  Robert G. Jeffrey,et al.  Deflection and propagation of fluid-driven fractures at frictional bedding interfaces: A numerical investigation , 2007 .

[12]  Ying Rao,et al.  A New Numerical Method For Dem –Block And Particle Model , 2004 .

[13]  Yang Ju,et al.  3D numerical reconstruction of well-connected porous structure of rock using fractal algorithms , 2014 .

[14]  Zhou Xiang,et al.  Experimental Investigation into Hydraulic Fracture Network Propagation in Gas Shales Using CT Scanning Technology , 2015, Rock Mechanics and Rock Engineering.

[15]  Bo Zhang,et al.  Numerical Investigation of Influence of In-Situ Stress Ratio, Injection Rate and Fluid Viscosity on Hydraulic Fracture Propagation Using a Distinct Element Approach , 2016 .

[16]  L. Tham,et al.  Influence of Heterogeneity of Mechanical Properties on Hydraulic Fracturing in Permeable Rocks , 2004 .

[17]  Zaixing Jiang,et al.  Sedimentary Characteristics and Hydrocarbon Accumulation of Glutenite in the Fourth Member of Eogene Shahejie Formation in Shengtuo Area of Bohai Bay Basin, East China , 2010 .

[18]  Jinliang Zhang,et al.  Deposition and Diagenesis of Steep-Slope Glutenite Reservoirs: Shengtuo Field, Eastern China , 2014 .

[19]  Tsuyoshi Ishida,et al.  Observations of Fractures Induced by Hydraulic Fracturing in Anisotropic Granite , 2015, Rock Mechanics and Rock Engineering.

[20]  M. Rashid The arbitrary local mesh replacement method: An alternative to remeshing for crack propagation analysis , 1998 .

[21]  Modeling Shear Dominated Hydraulic Fracturing as a coupled fluid-solid interaction , 2010 .

[22]  C. Tang,et al.  Microcrack statistics, Weibull distribution and micromechanical modeling of compressive failure in rock , 2006 .

[23]  C. A. Tang,et al.  Coupled analysis of flow, stress and damage (FSD) in rock failure , 2002 .

[24]  Jacques Desrues,et al.  3D imaging of fracture propagation using synchrotron X-ray microtomography , 2009 .

[25]  Mofazzal Hossain,et al.  Numerical simulation for the determination of hydraulic fracture initiation and breakdown pressure using distinct element method , 2016 .

[26]  A. Dyskin,et al.  Sustained acoustic emissions following tensile crack propagation in a crystalline rock , 2015, International Journal of Fracture.

[27]  G. G. Murillo,et al.  Microseismic Hydraulic Fracture Monitoring To Determine The Fracture Geometry In Coyotes Field, Chicontepec , 2010 .

[28]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[29]  Anders Kaestner,et al.  Imaging and image processing in porous media research , 2008 .

[30]  Hongyuan Liu,et al.  Characterization of rock heterogeneity and numerical verification , 2004 .

[31]  P. Cundall,et al.  A bonded-particle model for rock , 2004 .

[32]  Vamegh Rasouli,et al.  Test Design and Sample Preparation Procedure for Experimental Investigation of Hydraulic Fracturing Interaction Modes , 2014, Rock Mechanics and Rock Engineering.

[33]  C. J. de Pater,et al.  Numerical implementation of displacement discontinuity method and its application in hydraulic fracturing , 2001 .

[34]  Pierre-Olivier Bouchard,et al.  Crack propagation modelling using an advanced remeshing technique , 2000 .

[35]  O. Fouché,et al.  Fabric control on strain and rupture of heterogeneous shale samples by using a non-conventional mechanical test , 2004 .

[36]  Rodica Toader,et al.  Quasi-static crack growth in hydraulic fracture , 2014 .

[37]  Zhangxin Chen,et al.  A novel model of brittleness index for shale gas reservoirs : confining pressure effect , 2015 .

[38]  Jacinta C. Conrad,et al.  Molecular simulation of natural gas transport and storage in shale rocks with heterogeneous nano-pore structures , 2015 .

[39]  Karin Ackermann,et al.  Mechanics Of Hydraulic Fracturing , 2016 .

[40]  Jianjun Liu,et al.  A review on hydraulic fracturing of unconventional reservoir , 2015 .

[41]  Yang Ju,et al.  3D reconstruction of low-permeability heterogeneous glutenites and numerical simulation of hydraulic fracturing behavior , 2016 .

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

[43]  Mingzhen Wei,et al.  Experimental study and numerical simulation of hydraulic fracturing tight sandstone reservoirs , 2015 .

[44]  Leslie George Tham,et al.  Finite element modeling of geomaterials using digital image processing , 2003 .

[45]  N. Morgenstern,et al.  Interpretation of hydraulic fracturing breakdown pressure , 1993 .

[46]  Lei Zhang,et al.  A GPU-Based Parallel Procedure for Nonlinear Analysis of Complex Structures Using a Coupled FEM/DEM Approach , 2013 .

[47]  Xiaowei Weng,et al.  Integrating Microseismic Mapping and Complex Fracture Modeling to Characterize Fracture Complexity , 2012 .