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    The effect of constriction in hydraulic fracturing

    Access Status
    Fulltext not available
    Authors
    He, J.
    Pasternak, E.
    Dyskin, A.
    Lebedev, M.
    Gurevich, Boris
    Date
    2017
    Type
    Conference Paper
    
    Metadata
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    Citation
    He, J. and Pasternak, E. and Dyskin, A. and Lebedev, M. and Gurevich, B. 2017. The effect of constriction in hydraulic fracturing, pp. 613-619.
    Source Title
    Springer Series in Geomechanics and Geoengineering
    DOI
    10.1007/978-3-319-56397-8_77
    ISSN
    1866-8755
    School
    Department of Exploration Geophysics
    URI
    http://hdl.handle.net/20.500.11937/58450
    Collection
    • Curtin Research Publications
    Abstract

    © Springer International Publishing AG 2017. Fractures in geomaterials e.g., hydraulic fractures often contain bridges—parts of unbroken material connecting the opposite faces of the fracture distributed over the fracture and constricting its opening. Our laboratory experiments demonstrate that the bridges can even hold the sample cut through by a fracture together, in one piece. We model such a fracture as a crack with Winkler layer whose stiffness is controlled by the bridge geometry and distribution. The model shows that short constricted fractures are insignificantly different from the conventional cracks; only large fractures, i.e. the fractures whose size is of the order of the characteristic scale of the bridge constriction are affected. The constricted fractures have the opening and the Mode I stress intensity factor bound as the fracture dimensions proportionally increase, which distinguish them from the conventional cracks where both the opening and the stress intensity factors tend to infinity as the crack size increases.

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