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Plane-Strain Propagation of a Fluid-Driven Crack in a Permeable Rock with Fracture Toughness

机译:具有断裂韧性的可渗透岩石中流体驱动裂纹的平面应变传播

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摘要

A solution to the problem of a plane-strain fluid-driven crack propagation in elastic permeable rock with resistance to fracture is presented. The fracture is driven by injection of an incompressible Newtonian fluid at a constant rate. The solution, restricted to the case of zero lag between the fluid front and the fracture tip, evolves from the early-time regime when the fluid flow takes place mostly inside the crack toward the large-time response when most of the injected fluid is leaking from the crack into the surrounding rock. This transition further depends on a time-invariant partitioning between the energy expanded to overcome the rock fracture toughness and the energy dissipated in the viscous fluid flow in the fracture. A numerical approach is used to compute the solution for the normalized crack length and crack opening and net-fluid pressure profiles as a function of two dimensionless parameters: the leak-off/storage evolution parameter and the toughness/viscosity number. Relation of this solution to the various available asymptotic solutions is discussed. Obtained mapping of the solution onto the problem parametric space has a potential to simplify the tasks of design, modeling, and data inversion for hydraulic fracturing treatments and laboratory experiments.
机译:提出了一种对具有抗断裂性的弹性渗透性岩石中平面应变流体驱动的裂纹扩展问题的解决方案。通过以恒定速率注入不可压缩的牛顿流体来驱动骨折。该解决方案仅限于流体前沿和裂缝尖端之间的零滞后情况,它从早期状态开始演变,即当流体流动主要发生在裂缝内部时,向早期响应状态转变为大多数注入流体泄漏时的长时间响应。从裂缝到周围的岩石。这种转变进一步取决于在克服岩石裂缝韧性而扩展的能量与在裂缝中的粘性流体流中耗散的能量之间的时不变划分。使用数值方法来计算归一化裂缝长度,裂缝开度和净流体压力曲线的解,这是两个无因次参数的函数:泄漏/储藏演化参数和韧性/粘度值。讨论了该解与各种可用渐近解的关系。将解决方案映射到问题参数空间上,有可能简化水力压裂处理和实验室实验的设计,建模和数据反演任务。

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