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Extended finite element-based cohesive zone method for modeling simultaneous hydraulic fracture height growth in layered reservoirs

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摘要 In this study,a fully coupled hydromechanical model within the extended finite element method(XFEM)-based cohesive zone method(CZM)is employed to investigate the simultaneous height growth behavior of multi-cluster hydraulic fractures in layered porous reservoirs with modulus contrast.The coupled hydromechanical model is first verified against an analytical solution and a laboratory experiment.Then,the fracture geometry(e.g.height,aperture,and area)and fluid pressure evolutions of multiple hydraulic fractures placed in a porous reservoir interbedded with alternating stiff and soft layers are investigated using the model.The stress and pore pressure distributions within the layered reservoir during fluid injection are also presented.The simulation results reveal that stress umbrellas are easily to form among multiple hydraulic fractures’tips when propagating in soft layers,which impedes the simultaneous height growth.It is also observed that the impediment effect of soft layer is much more significant in the fractures suppressed by the preferential growth of adjoining fractures.After that,the combined effect of in situ stress ratio and fracturing spacing on the multi-fracture height growth is presented,and the results elucidate the influence of in situ stress ratio on the height growth behavior depending on the fracture spacing.Finally,it is found that the inclusion of soft layers changes the aperture distribution of outmost and interior hydraulic fractures.The results obtained from this study may provide some insights on the understanding of hydraulic fracture height containment observed in filed.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第8期2960-2981,共22页 岩石力学与岩土工程学报(英文版)
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  • 1Algive 1., Bekri S, Lerat 0, Nader F, Vizika O. Reactive pore network modeling technology to evaluate the impact of diagenesis on the petrophysical properties of a rock. In: International Petroleum Technology Conference 2009, Doha, Qatar. Richardson, Texas, USA: Society of Petroleum Engineers; 2009.
  • 2Alkan H. Percolation model for dilatancy-induced permeability of the excavation damaged zone in rock salt. International Journal of Rock Mechanics and Mining Sciences 2009;46(4):716-24.
  • 3Arson C. Pereira JM. Influence of damage on pore size distribution and permeability of rocks. International Journal for Numerical and Analytical Methods in Geomechanics 2013;37(8):810-31.
  • 4Balhoff MT, Thompson KE, Bjortse M. Coupling pore-scale networks to continuum-scale models of porous media. Computers and Geosciences 2007;33(3):393-410.
  • 5Bayles GA. Klinzing GE, Chiang SH. Fractal mathematics applied to flow in porous systems. Particle and Particle Systems Characterization 1989;6(1-4):168-75.
  • 6Bedayat H, Taleghani AD. Drainage of poroelastic fractures and its implications on the performance of naturally fractured reservoirs. In: Proceedings of the 46th US Rock Mechanics/Geomechanics Symposium. Chicago, Illinois, USA: American Rock Mechanics Association; 2012.
  • 7Bentz DP. Three-dimensional computer simulation of portland cement hydration and microstructure development. Journal of the American Ceramic Society 1997;80(1):3-21.
  • 8Berkowitz B. Characterizing flow and transport in fractured geological media: a review. Advances in Water Resources 2002;25(8-12):861-84.
  • 9Bernabe Y. Pore geometry and pressure dependence of the transport properties in sandstones. Geophysics 1991;56(4):436-46.
  • 10Bernabe Y, Mok U, Evans B. Permeability-porosity relationships in rocks subjected to various evolution processes. Pure and Applied Geophysics 2003;160(5): 937-60.

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