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    Closure to “Side Resistance in Piles and Drilled Shafts” by Michael W. O’Neill 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Michael W. O’Neill
    Publisher: American Society of Civil Engineers
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    Side Load Transfer in Driven and Drilled Piles 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Michael W. O'Neill
    Publisher: American Society of Civil Engineers
    Abstract: Driven and drilled piles transfer comparable unit loads to over consolidated clays, yet the stresses to which they subject the soil are different. Fullscale load tests of piles of both types in the overconsolidated Beaumont ...
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    Side Resistance In Piles and Drilled Shafts 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Michael W. O'Neill
    Publisher: American Society of Civil Engineers
    Abstract: More than 20 years have passed since a Terzaghi Lecture focused on the topic of deep foundations. However, considerable research has been performed, and experience gained, in this subject area in the intervening period. ...
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    Cavitation Structures in a Venturi Flow With Various Backward Facing Steps 

    Source: Journal of Fluids Engineering:;2008:;volume( 130 ):;issue: 007:;page 71304
    Author(s): Hailing An; Michael W. Plesniak
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Cavitation inception and development caused by a backward facing step in a Venturi-type test section were studied experimentally for different step heights (0.8–4mm). High-speed cinematography and ...
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    Noncanonical Short Hole Jets-in-Crossflow for Turbine Film Cooling 

    Source: Journal of Applied Mechanics:;2006:;volume( 073 ):;issue: 003:;page 474
    Author(s): Michael W. Plesniak
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a review of research done over the past several years at Purdue on non-canonical jets-in-crossflow. It is a retrospective and an integrative compilation of results previously ...
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    Introduction of Roy E. Olson, Terzaghi Lecturer, 1995, San Diego, CA 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 008
    Author(s): Michael W. O'Neill
    Publisher: American Society of Civil Engineers
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    Introduction of Roy E. Olson, Terzaghi Lecturer, 1995, San Diego, CA 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author(s): Michael W. O’Neill
    Publisher: American Society of Civil Engineers
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    Maximum Impact: Organizing Your Presentation 

    Source: Journal of Management in Engineering:;1999:;Volume ( 015 ):;issue: 005
    Author(s): Michael W. Creed
    Publisher: American Society of Civil Engineers
    Abstract: The outline has proven to be a useful organizational technique for preparing a presentation. This article discusses three approaches to constructing an outline, all of which address the issue of how many points and sub-points ...
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    Seepage Charts for Homogeneous and Zoned Embankments 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Michael W. Stello
    Publisher: American Society of Civil Engineers
    Abstract: The writer presents seepage charts for calculating the quantity of flow
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    Structure and Dynamics of Two Monsoon Depressions. Part II: Vorticity and Heat Budgets 

    Source: Monthly Weather Review:;1992:;volume( 120 ):;issue: 008:;page 1548
    Author(s): Douglas, Michael W.
    Publisher: American Meteorological Society
    Abstract: This paper discusses selected aspects of the vorticity and thermal fields of the two depressions described in Part I. The growth rate of the onset vortex is shown to be about three times that of the July depression. The ...
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