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A high-efficiency 3D boundary element method for estimating the stress/displacement field induced by complex fracture networks

机译:一种高效三维边界元方法,用于估计复杂裂缝网络诱导的应力/位移场

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摘要

The displacement discontinuity method (DDM) is widely used in engineering problems such as hydraulic fracturing stimulation in unconventional reservoir and tunnel excavation simulation. Because the geometry of the artificial/natural fracture is intrinsically three-dimensional and quite complex, the 3D-DDM is more suitable than 2D-DDM to obtain more accurate and reliable calculation results such as the fracture-induced stress/displacement field. However, the analytical solution for 3D-DDM with triangular elements is very complicated and can only be applied to planar fractures and the numerical solution would introduce the singular and hyper-singular integrals in the calculation process. A new method that combines analytical and numerical solutions is proposed in this paper, which is validated by the solution of a penny-shaped fracture and the new Gaussian quadrature formula for standard triangles (GQSTS). Furthermore, we found that the new method is 32% faster than that of the pure numerical solution. The proposed method is then applied to perform sensitivity analyses associated with the fracture opening under a single fracture and multiple hydraulic fractures. Numerical results demonstrate that (1) not the fracture length or height but the aspect ratio is the dominant factor of the rectangular-shaped fracture opening; (2) the fracture inclination angle affects the fracture opening via altering the net pressure; (3) rock elastic properties also have great impact on the fracture opening, which is more sensitive to Young's modulus than Poisson's ratio; (4) both the cluster spacing and the fracture geometry could significantly alter the stress shadowing effect, which can be negligible when the cluster spacing is twice greater than the fracture radius or the short edge; and (5) the fracture opening and the induced stress become more intricate in complex fracture networks, and the potential stress-reorientation regions extend further in the outside directions of the entire network. This study establishes a high-efficiency 3D-DDM with triangular elements for calculating the stress/displacement field induced by complex fractures and may serve as a basis for hydraulic fracturing modeling via incorporating fluid flow and proppant migration.
机译:位移不连续性方法(DDM)广泛用于工程问题,例如在非传统储层和隧道开挖模拟中的液压压裂刺激等液压压裂刺激。由于人工/天然骨折的几何形状是本质上三维且相当复杂的,3D-DDM更适合于2D-DDM,以获得更准确和可靠的计算结果,例如骨折引起的应力/位移场。然而,具有三角形元件的3D-DDM的分析解决方案非常复杂,并且只能应用于平面裂缝,数值溶液将在计算过程中引入单数和超奇异的积分。本文提出了一种结合分析和数值解决方案的新方法,通过便士形骨折和标准三角形(GQSTS)的新型高斯正交公式验证。此外,我们发现新方法比纯数值溶液的速度快32%。然后应用所提出的方法以在单个骨折和多个液压裂缝下进行与断裂开口相关的敏感性分析。数值结果表明(1)不是断裂长度或高度,但纵横比是矩形骨折开口的主导因素; (2)断裂倾斜角度通过改变净压力影响裂缝开口; (3)岩石弹性性能也对骨折开口产生很大影响,对杨氏模量比泊松比更敏感; (4)簇间距和断裂几何形状都可以显着改变应力阴影效果,当簇间距是大于裂缝半径或短边的两倍时可以忽略不计; (5)裂缝开口和诱导应力在复杂的裂缝网络中变得更复杂,并且电位应力 - 重新定向区域在整个网络的外部方向上进一步延伸。该研究建立了一种高效率的3D-DDM,具有三角形元件,用于计算复杂骨折诱导的应力/位移场,并且可以作为液压压裂建模通过包含流体流动和支撑剂迁移的基础。

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