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    Toughness-Dominated Hydraulic Fracture in Permeable Rocks

    Source: Journal of Applied Mechanics:;2017:;volume( 084 ):;issue: 007::page 71001
    Author:
    Dong, Xuelin
    ,
    Zhang, Guangqing
    ,
    Gao, Deli
    ,
    Duan, Zhiyin
    DOI: 10.1115/1.4036475
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A solution to the problem of a hydraulic fracture driven by an incompressible Newtonian fluid at a constant injection rate in a permeable rock is presented in this paper. A set of governing equations are formed to obtain the fracture half-length, crack opening, and net fluid pressure. The solution is derived under the assumptions of plane strain, zero lag between fluid front and crack tip, followed by negligible fluid viscosity. The last assumption is related to a toughness-dominated fracture propagation regime therefore leading to a uniform fluid pressure along the crack surface. Early-time and late-time asymptotic solutions are obtained, which correspond to both regimes when the fluid contains within the crack and most of the injected fluid infiltrates into the rock, respectively. It is shown that these asymptotic solutions are in a simple form when the fracture propagation is dominated by the material toughness. The transient solution for the evolution from the early time to the late time is also obtained by a numerical method.
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      Toughness-Dominated Hydraulic Fracture in Permeable Rocks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4234208
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    contributor authorDong, Xuelin
    contributor authorZhang, Guangqing
    contributor authorGao, Deli
    contributor authorDuan, Zhiyin
    date accessioned2017-11-25T07:16:48Z
    date available2017-11-25T07:16:48Z
    date copyright2017/28/4
    date issued2017
    identifier issn0021-8936
    identifier otherjam_084_07_071001.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4234208
    description abstractA solution to the problem of a hydraulic fracture driven by an incompressible Newtonian fluid at a constant injection rate in a permeable rock is presented in this paper. A set of governing equations are formed to obtain the fracture half-length, crack opening, and net fluid pressure. The solution is derived under the assumptions of plane strain, zero lag between fluid front and crack tip, followed by negligible fluid viscosity. The last assumption is related to a toughness-dominated fracture propagation regime therefore leading to a uniform fluid pressure along the crack surface. Early-time and late-time asymptotic solutions are obtained, which correspond to both regimes when the fluid contains within the crack and most of the injected fluid infiltrates into the rock, respectively. It is shown that these asymptotic solutions are in a simple form when the fracture propagation is dominated by the material toughness. The transient solution for the evolution from the early time to the late time is also obtained by a numerical method.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleToughness-Dominated Hydraulic Fracture in Permeable Rocks
    typeJournal Paper
    journal volume84
    journal issue7
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4036475
    journal fristpage71001
    journal lastpage071001-8
    treeJournal of Applied Mechanics:;2017:;volume( 084 ):;issue: 007
    contenttypeFulltext
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