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    Intrinsic Length Scales in Tool-Rock Interaction1 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 001
    Author(s): Haiying Huang; Emmanuel Detournay
    Publisher: American Society of Civil Engineers
    Abstract: Indentation and cutting experiments in rocks reveal that the action of a tool can induce either ductile and/or brittle failure, with the ductile mode associated with damage of the rock and/or plastic flow, and the brittle ...
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    Plane-Strain Propagation of a Fluid-Driven Fracture: Small Toughness Solution 

    Source: Journal of Applied Mechanics:;2005:;volume( 072 ):;issue: 006:;page 916
    Author(s): Dmitry I. Garagash; Emmanuel Detournay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper considers the problem of a plane-strain fluid-driven fracture propagating in an impermeable elastic solid, under condition of small (relative) solid toughness or high (relative) fracturing ...
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    Early-Time Solution for a Radial Hydraulic Fracture 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Andrew P. Bunger; Emmanuel Detournay
    Publisher: American Society of Civil Engineers
    Abstract: The small-time asymptotic solution for a penny-shaped fluid-driven fracture is obtained semianalytically. Scaling considerations indicate that the portion of the fracture that is filled with fluid increases with time ...
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    Fast In-Plane Dynamics of a Beam with Unilateral Constraints 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Anna Liakou; Vincent Denoël; Emmanuel Detournay
    Publisher: American Society of Civil Engineers
    Abstract: A computationally efficient technique to simulate the dynamic response of a beam colliding with rigid obstacles is described in this paper. The proposed method merges three key concepts. First, a low-order discretization ...
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