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3D coupled HM-XFEM modeling with cohesive zone model and applications to non planar hydraulic fracture propagation and multiple hydraulic fractures interference

机译:具有内聚区模型的3D耦合HM-XFEM建模及其在非平面水力裂缝扩展和多水力裂缝干扰中的应用

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摘要

A 3D fully coupled hydromechanical model for the simulation of fluid-driven fracture propagation through poroelastic saturated media is presented and compared to several analytical or numerical benchmarks. The hydromechanical coupling in the porous matrix is derived within the framework of the generalized Biot theory and the fluid flow in the fractures satisfies the lubrication equation. The presence and propagation of fluid-driven fractures is handled with the extended finite element method and the propagation of the fluid-driven fractures is governed by a mixed linear cohesive law relying on a stable mortar formalism. A comparison between numerical results and a semi-analytical solution for plane fluid-driven fractures in porous media assess the validity of the proposed model. Then, a procedure for the propagation of fluid-driven fractures on non predefined paths is detailed. In particular, the fracture reorientation angle is computed exclusively from cohesive quantities. Various numerical experiments are performed to study the interferences between neighboring fluid-driven fractures as well as the reorientation of fluid-driven fractures under complex stress conditions. Finally, the model is extended to discontinuity junctions and an application to arrays of vertical fractures initiated from horizontal wells is presented. (C) 2018 Elsevier B.V. All rights reserved.
机译:提出了一个3D全耦合流体力学模型,用于模拟流体驱动的裂缝在多孔弹性饱和介质中的传播,并与几种分析或数值基准进行了比较。多孔基体中的流体力学耦合是在广义比奥理论的框架内得出的,裂缝中的流体流动满足润滑方程。流体驱动裂缝的存在和扩展通过扩展的有限元方法进行处理,而流体驱动裂缝的扩展则由依赖于稳定砂浆形式主义的混合线性内聚规律来控制。多孔介质中平面流体驱动裂缝的数值结果与半解析解之间的比较评估了所提模型的有效性。然后,详细描述了在非预定路径上传播流体驱动裂缝的过程。尤其是,裂缝重新定向角仅由内聚量计算。进行了各种数值实验,以研究相邻流体驱动裂缝之间的干扰以及在复杂应力条件下流体驱动裂缝的重新定向。最后,将模型扩展到不连续点,并提出了从水平井开始的垂直裂缝阵列的应用。 (C)2018 Elsevier B.V.保留所有权利。

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