Combined Finite-Discrete Element Method for Simulation of Hydraulic Fracturing
详细信息    查看全文
  • 作者:Chengzeng Yan ; Hong Zheng ; Guanhua Sun ; Xiurun Ge
  • 关键词:FDEM ; Y ; flow ; Hydro ; mechanical coupling ; Fracture network connectivity ; Seepage ; Hydraulic fracturing
  • 刊名:Rock Mechanics and Rock Engineering
  • 出版年:2016
  • 出版时间:April 2016
  • 年:2016
  • 卷:49
  • 期:4
  • 页码:1389-1410
  • 全文大小:8,954 KB
  • 参考文献:Al-Busaidi A, Hazzard JF, Young RP (2005) Distinct element modeling of hydraulically fractured Lac du Bonnet granite. J Geoph Res-Solid Earth 110:BO6302
    Blum P, Mackay R, Riley MS, Knight JL (2005) Performance assessment of a nuclear waste repository: upscaling coupled hydro-mechanical properties for far-field transport analysis. Int J Rock Mech Min Sci 42(5):781–792CrossRef
    Carslaw HS, Jaeger JC (1959) Conduction of heat in solids, 2nd edn. Clarendon Press, Oxford
    Fan H, Zheng H (2013) MRT-LBM-based numerical simulation of seepage flow through fractal fracture networks. Sci China Technol Sci 52(12):3115–3122CrossRef
    Grasselli G, Lisjak A, Mahabadi OK, Tatone BSA (2014) Influence of pre-existing discontinuities and bedding planes on hydraulic fracturing initiation. Euro J Environ Civil Eng 19(5):580–597CrossRef
    Han Y, Cundall PA (2011) Lattice Boltzmann modeling of pore-scale fluid flow through idealized porous media. Int J Numer Meth Fluids 67(11):1720–1734CrossRef
    Han Y, Cundall PA (2013) LBM–DEM modeling of fluid–solid interaction in porous media. Int J Numer Anal Meth Geomech 37(10):1391–1407CrossRef
    Harr ME (1962) Groundwater and seepage. McGraw-Hill Book Co., Inc., New York
    Hudson JA, Stephansson O, Andersson J, Tsang CF, Jing L (2001) Coupled T–H–M issues relating to radioactive waste repository design and performance. Int J Rock Mech Min Sci 38(1):143–161CrossRef
    Itasca (2005) UDEC version 4.0 user’s manuals, Itasca Consulting Group Inc, Minnesota, USA
    Jiao Y-Y, Zhang H-Q, Zhang X-L, Li H-B, Jiang Q-H (2015) A two-dimensional coupled hydromechanical discontinuum model for simulating rock hydraulic fracturing. Int J Numer Anal Meth Geomech 39(5):457–481CrossRef
    Jing L, Tsang CF, Stephansson O (1995) DECOVALEX—An international co-operative research project on mathematical models of coupled THM processes for safety analysis of radioactive waste repositories. Int J Rock Mech Mining Sci Geomech Abst 32(5):389–398CrossRef
    Latham J-P, Xiang J, Belayneh M, Nick HM, Tsang C-F, Blunt MJ (2013) Modelling stress-dependent permeability in fractured rock including effects of propagating and bending fractures. Int J Rock Mech Min Sci 57:100–112
    Li LC, Tang CA, Li G, Wang SY, Liang ZZ, Zhang YB (2012) Numerical simulation of 3d hydraulic fracturing based on an improved flow-stress-damage model and a parallel FEM technique. Rock Mech Rock Eng 45(5):801–818
    Lisjak A, Grasselli G (2014) A review of discrete modeling techniques for fracturing processes in discontinuous rock masses. J Rock Mech Geotech Eng 6(4):301–314CrossRef
    Lisjak A, Liu Q, Zhao Q, Mahabadi OK, Grasselli G (2013) Numerical simulation of acoustic emission in brittle rocks by two-dimensional finite-discrete element analysis. Geophys J Int 195(1):423–443CrossRef
    Lisjak A, Tatone BA, Grasselli G, Vietor T (2014) Numerical modelling of the anisotropic mechanical behaviour of opalinus clay at the laboratory-scale using FEM/DEM. Rock Mech Rock Eng 47(1):187–206CrossRef
    Mahabadi OK, Grasselli G, Munjiza A (2010) Y-GUI: a graphical user interface and pre-processor for the combined finite-discrete element code, Y2D, incorporating material heterogeneity. Comput Geosci 36(2):241–252CrossRef
    Mahabadi O, Lisjak A, Munjiza A, Grasselli G (2012) Y-Geo: new combined finite-discrete element numerical code for geomechanical applications. Int J Geomech 12(6):676–688CrossRef
    Mas Ivars D (2006) Water inflow into excavations in fractured rock—a three-dimensional hydro-mechanical numerical study. Int J Rock Mech Min Sci 43(5):705–725CrossRef
    Munjiza A (2004) The combined finite-discrete element method. Wiley, ChichesterCrossRef
    Munjiza A, Andrews KRF (1998) NBS contact detection algorithm for bodies of similar size. Int J Numer Meth Eng 43(1):131–149CrossRef
    Munjiza A, Andrews KRF (2000) Penalty function method for combined finite-discrete element systems comprising large number of separate bodies. Int J Numer Meth Eng 49(11):1377–1396CrossRef
    Munjiza A, Owen DRJ, Bicanic N (1995) A combined finite-discrete element method in transient dynamics of fracturing solids. Eng Comput 12(2):145–174CrossRef
    Munjiza A, Knight E, Rougier E (2011) Computational mechanics of discontinua. Wiley
    Nowak T, Kunz H, Dixon D, Wang W, Görke U-J, Kolditz O (2011) Coupled 3-D thermo-hydro-mechanical analysis of geotechnological in situ tests. Int J Rock Mech Min Sci 48(1):1–15CrossRef
    Shimizu H, Murata S, Ishida T (2011) The distinct element analysis for hydraulic fracturing in hard rock considering fluid viscosity and particle size distribution. Int J Rock Mech Min Sci 48(5):712–727CrossRef
    Tang CA, Tham LG, Lee PKK, Yang TH, Li LC (2002) Coupled analysis of flow, stress and damage (FSD) in rock failure. Int J Rock Mech Min Sci 39(4):477–489CrossRef
    Tatone BSA, Grasselli G (2015) A calibration procedure for two-dimensional laboratory-scale hybrid finite–discrete element simulations. Int J Rock Mech Min Sci 75:56–72
    Tsang C-F, Jing L, Stephansson O, Kautsky F (2005) The DECOVALEX III project: a summary of activities and lessons learned. Int J Rock Mech Min Sci 42(5):593–610CrossRef
    Wang SY, Sun L, Au ASK, Yang TH, Tang CA (2009) 2D-numerical analysis of hydraulic fracturing in heterogeneous geo-materials. Constr Build Mater 23(6):2196–2206CrossRef
    Yang TH, Tham LG, Tang CA, Liang ZZ, Tsui Y (2004) Influence of heterogeneity of mechanical properties on hydraulic fracturing in permeable rocks. Rock Mech Rock Eng 37(4):251–275CrossRef
    Zheng H, Jiang W (2009) Discontinuous deformation analysis based on complementary theory. Sci China Ser E: Technol Sci 52(9):2547–2554CrossRef
  • 作者单位:Chengzeng Yan (1)
    Hong Zheng (2)
    Guanhua Sun (2)
    Xiurun Ge (2)

    1. Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
    2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Geophysics and Geodesy
    Civil Engineering
  • 出版者:Springer Wien
  • ISSN:1434-453X
文摘
Hydraulic fracturing is widely used in the exploitation of unconventional gas (such as shale gas).Thus, the study of hydraulic fracturing is of particular importance for petroleum industry. The combined finite-discrete element method (FDEM) proposed by Munjiza is an innovative numerical technique to capture progressive damage and failure processes in rock. However, it cannot model the fracturing process of rock driven by hydraulic pressure. In this study, we present a coupled hydro-mechanical model based on FDEM for the simulation of hydraulic fracturing in complex fracture geometries, where an algorithm for updating hydraulic fracture network is proposed. The algorithm can carry out connectivity searches for arbitrarily complex fracture networks. Then, we develop a new combined finite-discrete element method numerical code (Y-flow) for the simulation of hydraulic fracturing. Finally, several verification examples are given, and the simulation results agree well with the analytical or experimental results, indicating that the newly developed numerical code can capture hydraulic fracturing process correctly and effectively.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700