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    Discussion of “Determination of Bearing Capacity of Open-Ended Piles in Sand” by Kyuho Paik and Rodrigo Salgado 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Barry M. Lehane; Kenneth G. Gavin
    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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    CPT-Based Axial Capacity Design Method for Driven Piles in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022069
    Author(s): Barry M. Lehane; Zhongqiang Liu; Eduardo J. Bittar; Farrokh Nadim; Suzanne Lacasse; Nezam Bozorgzadeh; Richard Jardine; Jean-Christophe Ballard; Pasquale Carotenuto; Kenneth Gavin; Robert B. Gilbert; Jens Bergan-Haavik; Philippe Jeanjean; Neil Morgan
    Publisher: ASCE
    Abstract: There are clear advantages in the establishment of reliable, direct cone penetration test (CPT) based methods for assessment of the axial capacity of driven piles. These advantages motivated the formation of a joint industry ...
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