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    Dynamic Analysis of a One-Dimensional Poroviscoelastic Column 

    Source: Journal of Applied Mechanics:;2001:;volume( 068 ):;issue: 002:;page 192
    Author(s): M. Schanz; A. H.-D. Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The response due to a dynamic loading of a poroviscoelastic one-dimensional column is treated analytically. Biot’s theory of poroelasticity is generalized to poroviscoelasticity using the ...
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    Poroelastic Solution of a Plane Strain Point Displacement Discontinuity 

    Source: Journal of Applied Mechanics:;1987:;volume( 054 ):;issue: 004:;page 783
    Author(s): E. Detournay; A. H-D. Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The plane strain fundamental solution of an instantaneous and a continuous point displacement discontinuity is presented in this paper. These solutions, together with the one of a fluid source, ...
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    Correlating Micromorphology and Nanomorphology to High Strain Rate Performance of Nanoparticle Reinforced Polymeric Materials 

    Source: Journal of Nanomechanics and Micromechanics:;2012:;Volume ( 002 ):;issue: 004
    Author(s): M. Irshidat; A. Al-Ostaz; A. H.-D. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on correlating micromorphology and nanomorphology to the performance of nano-enhanced polymers subjected to blast loading, studying the behavior of these materials at high strain rates, and evaluating ...
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    Hybrid Lattice Particle Modeling of Retrofitting Infrastructure Design under a Blasting Load 

    Source: Journal of Nanomechanics and Micromechanics:;2011:;Volume ( 001 ):;issue: 004
    Author(s): G. Wang; A. Al-Ostaz; A. H.-D. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical method, known as hybrid lattice particle modeling (HLPM), for the study of the reinforcement potential for coating of three-layer functionally designed nonlinear response retrofitting structure ...
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    Estimation of Soil Permeability Using an Acoustic Technique 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): Chung R. Song; Jinwon Kim; A. H.-D. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: A new method of estimating the permeability of soils using an acoustic technique is proposed in this technical note. Biot’s coupled theory of mixtures from the mid-1950s, which addresses the relationship between the ...
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    Poroelastic Solution for an Inclined Borehole 

    Source: Journal of Applied Mechanics:;1997:;volume( 064 ):;issue: 001:;page 32
    Author(s): L. Cui; Y. Abousleiman; A. H-D. Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The analytical solution for an infinitely long borehole in an isotropic, poroelastic medium, inclined to the far-field principal stresses, is presented. The solution utilizes a loading decomposition ...
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    A Poroelastic PKN Hydraulic Fracture Model Based on an Explicit Moving Mesh Algorithm 

    Source: Journal of Energy Resources Technology:;1990:;volume( 112 ):;issue: 004:;page 224
    Author(s): E. Detournay; A. H.-D. Cheng; J. D. McLennan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper describes the mathematical formulation of a Perkins-Kern-Nordgren (PKN) fracture model, that accounts for the existence of poroelastic effects in the reservoir. The poroelastic effects, ...
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    Formation Permeability Determination by Micro or Mini-Hydraulic Fracturing 

    Source: Journal of Energy Resources Technology:;1994:;volume( 116 ):;issue: 002:;page 104
    Author(s): Y. Abousleiman; A. H.-D. Cheng; H. Gu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a theory and its application for post-fracture pressure-transient analyses. The proposed procedure, known as “impulse fracture test,” is an injection/falloff test designed for ...
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    Time-Dependent Failure Analysis of Inclined Boreholes in Fluid-Saturated Formations 

    Source: Journal of Energy Resources Technology:;1999:;volume( 121 ):;issue: 001:;page 31
    Author(s): L. Cui; Y. Abousleiman; A. H-D. Cheng; J.-C. Roegiers
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents time-dependent poroelastic failure analyses of boreholes drilled in directions inclined to the far-field stress principal axes in fluid-saturated isotropic porous formations. The ...
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    Stability of Active‐Tendon Structural Control with Time Delay 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 005
    Author(s): L. Zhang; C. Y. Yang; M. J. Chajes; A. H. ‐D. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, both analytical and numerical studies of the stability of single‐degree‐of‐freedom systems with active tendon control are presented. In the studies, only an autonomous systems is considered. Prior experimental ...
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