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    Discussion of “Coupled Use of Cone Tip Resistance and Small Strain Shear Modulus to Assess Liquefaction Potential” by Debasis Roy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): James A. Schneider
    Publisher: American Society of Civil Engineers
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    Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 002
    Author(s): Joseph R. Giampa; Aaron S. Bradshaw; James A. Schneider
    Publisher: American Society of Civil Engineers
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    Database Assessment of CPT-Based Design Methods for Axial Capacity of Driven Piles in Siliceous Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): James A. Schneider; Xiangtao Xu; Barry M. Lehane
    Publisher: American Society of Civil Engineers
    Abstract: Numerous cone penetration test (CPT)-based methods exist for calculation of the axial pile capacity in sands, but no clear guidance is presently available to assist designers in the selection of the most appropriate method. ...
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    Closure to “Effect of Penetration Rate on Penetrometer Resistance in Clay” by Shin Fun Chung, Mark F. Randolph, and James A. Schneider 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Shin Fun Chung; Mark F. Randolph; James A. Schneider
    Publisher: American Society of Civil Engineers
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    Effect of Penetration Rate on Penetrometer Resistance in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Shin Fun Chung; Mark F. Randolph; James A. Schneider
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the effects of penetration rate on the penetration resistance in soft clay for various shaped penetrometers (cone, T-bar, ball, and plate) and for T-bars with different aspect ratios. Constant rate ...
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    Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): James A. Schneider; Mark F. Randolph; Paul W. Mayne; Nicholas R. Ramsey
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the development of a framework for classifying soil using normalized piezocone test (CPTU) data from the corrected tip resistance
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    Analysis of Cone Resistance: Review of Methods 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Paul W. Mayne; James A. Schneider; H. S. Yu; J. K. Mitchell
    Publisher: American Society of Civil Engineers
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