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

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 009
    Author:
    J. Hu
    ,
    D. I. Garagash
    DOI: 10.1061/(ASCE)EM.1943-7889.0000169
    Publisher: American Society of Civil Engineers
    Abstract: 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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      Plane-Strain Propagation of a Fluid-Driven Crack in a Permeable Rock with Fracture Toughness

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60624
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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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