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contributor authorJ. Hu
contributor authorD. I. Garagash
date accessioned2017-05-08T21:43:23Z
date available2017-05-08T21:43:23Z
date copyrightSeptember 2010
date issued2010
identifier other%28asce%29em%2E1943-7889%2E0000178.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60624
description abstractA 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.
publisherAmerican Society of Civil Engineers
titlePlane-Strain Propagation of a Fluid-Driven Crack in a Permeable Rock with Fracture Toughness
typeJournal Paper
journal volume136
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000169
treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 009
contenttypeFulltext


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