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    Modeling of Undrained Creep of Normally Consolidated Clay 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 010
    Author(s): M. O. Faruque
    Publisher: American Society of Civil Engineers
    Abstract: A new technique is proposed to develop constitutive models for the drained/undrained creep deformation of normally consolidated clays. Based on the general concept, an explicit constitutive model is presented for the ...
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    New Cap Model for Failure and Yielding of Pressure‐Sensitive Materials 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 010
    Author(s): M. O. Faruque; C. J. Chang
    Publisher: American Society of Civil Engineers
    Abstract: A new cap‐type constitutive model is proposed to characterize stress‐strain responses of general pressure‐sensitive materials. The model is noble in the sense that both the failure surface and the yield cap are described ...
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    Creep Modeling of Rock Salts for Geoenvironmental Application 

    Source: Journal of Energy Resources Technology:;1995:;volume( 117 ):;issue: 002:;page 108
    Author(s): M. I. Hossain; M. O. Faruque; M. Zaman
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The paper discusses a rate-dependent constitutive model to describe the creep deformation of rock salts. The model is based on the dislocation-related micromechanisms; the concept of effective ...
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    Application of an Internal Variable Constitutive Model to Predict Creep Response of an Aluminum Alloy Under Multiaxial Loading 

    Source: Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 003:;page 514
    Author(s): I. U. Mahmood; M. O. Faruque; M. M. Zaman
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper discusses the application of an internal variable, creep constitutive model, where the concept of piecewise linearity in the effective stress-creep strain rate relationship is utilized. ...
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