机械
断裂韧性
水力压裂
牛顿流体
断裂力学
Herschel–Bulkley液体
材料科学
应变能释放率
流体力学
平面应力
压缩性
裂纹扩展阻力曲线
断裂(地质)
粘度
岩土工程
地质学
裂缝闭合
复合材料
热力学
物理
有限元法
作者
Jie Hu,Dmitry Garagash
出处
期刊:Journal of Engineering Mechanics-asce
[American Society of Civil Engineers]
日期:2010-05-06
卷期号:136 (9): 1152-1166
被引量:126
标识
DOI:10.1061/(asce)em.1943-7889.0000169
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.
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