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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 of “Settlement Ratio of Pile Groups in Sandy Soils from Field Load Tests” by Y. Xu and L. M. Zhang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
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    Bearing Capacity of Expanded‐Base Piles in Sand 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
    Abstract: The results of loading tests are used to develop empirical correlations between the point‐bearing resistance of expanded‐base piles and the results of standard penetration tests. The resistance is shown to be proportional ...
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    Bearing Capacity of Auger‐Cast Piles in Sand 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
    Abstract: Auger‐cast piles are formed by drilling a continuous flight auger into the ground and, on reaching the required depth, pumping grout or concrete down the hollow stem as the auger is steadily withdrawn. The sides of the ...
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    Closure to “<i>Bearing Capacity of Auger‐Cast Piles in Sand</i>” by William J. Neely (February, 1991, Vol. 117, No. 2) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Concrete Pile Design in Tidewater Virginia</i>” by Ray E. Martin, James J. Seli, Graydon W. Powell, and Michael Bertoulin (June, 1987, Vol. 113, No. 6) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 010
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
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    Bearing Capacity of Expanded‐Base Piles with Compacted Concrete Shafts 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
    Abstract: A data base of 70 loading tests on expanded‐base piles with compacted concrete shafts has been collected to develop empirical design correlations based on standard penetration
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    Discussion of “Raked Piles—Virtues and Drawbacks” by Harry G. Poulos 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
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    Discussion of “Performance of a Cantilever Retaining Wall” by Joseph G. Bentler and Joseph F. Labuz 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): William J. Neely
    Publisher: American Society of Civil Engineers
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