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    Discussion of “Oedometer Behavior of an Artificial Cemented Highly Collapsible Soil” by G. M. Medero, F. Schnaid, and W. Y. Y. Gehling 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
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    Discussion of “Case History of Geosynthetic Reinforced Segmental Retaining Wall Failure” by Chungsik Yoo and Hye-Young Jung 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
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    Discussion: “Further Computations of Supersonic Shear Layers” (Kneidel, K. E., and Gerhart, P. M., 1974, ASME J. Fluids Eng., 96, pp. 401–403) 

    Source: Journal of Fluids Engineering:;1975:;volume( 097 ):;issue: 002:;page 276
    Author(s): William J. Cook
    Publisher: The American Society of Mechanical Engineers (ASME)
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    The Evaluation of Winds from Geopotential Height Data in the Stratosphere 

    Source: Journal of the Atmospheric Sciences:;1987:;Volume( 044 ):;issue: 020:;page 3097
    Author(s): Randel, William J.
    Publisher: American Meteorological Society
    Abstract: Several methods of obtaining horizontal wind fields in the extratropical stratosphere from geopotential height data are evaluated and compared to geostrophic estimates, with focus on the poleward fluxes of momentum and ...
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    Racking Deformations in Wood Shear Walls 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): William J. McCutcheon
    Publisher: American Society of Civil Engineers
    Abstract: The theory presented in this paper predicts racking deformations in wood‐stud shear walls. The energy method employed defines the wall performance in terms of the lateral nonlinear load‐slip behavior of the nails which ...
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    Stiffness of Framing Members with Partial Composite Action 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author(s): William J. McCutcheon
    Publisher: American Society of Civil Engineers
    Abstract: A simple procedure is presented for computing the composite stiffness of a wood bending member with sheathing attached nonrigidly to one or both edges. To account for interlayer slip, it is only necessary to modify the ...
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    Modeling Thermal Conductivity Dryout Curves from Soil-Water Characteristic Curves 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): William J.; Likos
    Publisher: American Society of Civil Engineers
    Abstract: A new approach is proposed for modeling thermal conductivity dryout curves (TCDCs) using measurements of soil-water characteristic curves (SWCCs) for coarse-grained unsaturated soils. The approach is based on observation ...
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    Combination of Solutions of the Torsion Problem by Means of a Connection Function 

    Source: Journal of Manufacturing Science and Engineering:;1963:;volume( 085 ):;issue: 001:;page 12
    Author(s): William J. Carter
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A method is presented whereby known solutions to the torsion problem may be combined to form new solutions provided that the bar cross section can be broken down into sections for which the ...
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    Discussion of “Slenderness <i>K</i> Factor for Leaning Columns” by William J. LeMessurier 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): William J. LeMessurier
    Publisher: American Society of Civil Engineers
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    Vapor Adsorption Index for Expansive Soil Classification 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): William J. Likos
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory index defined as gravimetric water content at ambient relative humidity of 75%
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