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    Discussion: Photoelastic Determination of Contact Stresses of Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): Arnold D. Kerr
    Publisher: American Society of Civil Engineers
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    Elastic and Viscoelastic Foundation Models 

    Source: Journal of Applied Mechanics:;1964:;volume( 031 ):;issue: 003:;page 491
    Author(s): Arnold D. Kerr
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper contains a critical study of a number of foundation models as well as a further development of some of the ideas involved. Among others it is shown that the Pasternak ...
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    On the Determination of Foundation Model Parameters 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author(s): Arnold D. Kerr
    Publisher: American Society of Civil Engineers
    Abstract: Various methods for the determination of the foundation model parameters are reviewed. It is then shown that one of the four known methods is conceptually of questionable validity because according to it the model parameters ...
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    Discussion of “<i>New Subgrade Model Applied to Mat Foundations</i>” by John S. Horvath (December, 1983) 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 011
    Author(s): Arnold D. Kerr
    Publisher: American Society of Civil Engineers
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    Assessment of Concrete Pavement Blowups 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Arnold D. Kerr
    Publisher: American Society of Civil Engineers
    Abstract: The assessment is based on the analyses of pavement blowups presented by the writer and his coworkers Dallis and Shade. The introduction reviews briefly the various early attempts to clarify the blowup phenomenon. The next ...
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    Discussion of “<i>Warping Stresses in Concrete Pavements on Pasternak Foundation</i>” by X. P. Shi, T. F. Fwa, and S. A. Tan (November/December, 1993, Vol. 119, No. 6) 

    Source: Journal of Transportation Engineering, Part A: Systems:;1994:;Volume ( 120 ):;issue: 006
    Author(s): Arnold D. Kerr
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Beam Elements on Two‐Parameter Elastic Foundations</i>” by Feng Zhaohua and Robert D. Cook (December, 1983) 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Arnold D. Kerr
    Publisher: American Society of Civil Engineers
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    Bearing Capacity of Floating Ice Covers Subjected to Static, Moving, and Oscillatory Loads 

    Source: Applied Mechanics Reviews:;1996:;volume( 049 ):;issue: 011:;page 463
    Author(s): Arnold D. Kerr
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This review article presents a survey of analyses and tests of bearing capacity of floating ice covers when subjected to (1) Static loads of short duration, (2) Static loads of long duration, ...
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    The Effect of Lateral Hydrostatic Pressure on the Instability of Elastic Solids, Particularly Beams and Plates 

    Source: Journal of Applied Mechanics:;1966:;volume( 033 ):;issue: 003:;page 617
    Author(s): Arnold D. Kerr; Sam Tang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The instability of a rectangular solid in plane strain subjected axially to a constant pressure p and laterally to a constant hydrostatic pressure q is investigated; a modification of the ...
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    On Membrane and Plate Problems for Which the Linear Theories are Not Admissible 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 001:;page 128
    Author(s): Arnold D. Kerr; Douglas W. Coffin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A horizontal clamped plate is subjected to the weight of a liquid above it. When the free surface of the liquid coalesces with the plane of the undeformed upper surface of the plate, according ...
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