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    Discussion of “<i>Tests on Model Tension Piles</i>” by Daniel R. Levacher, and Jean‐Georges Sieffert (December, 1984) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author(s): B. Chattopadhyay; P. J. Pise
    Publisher: American Society of Civil Engineers
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    Uplift Capacity of Piles in Sand 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 009
    Author(s): B. C. Chattopadhyay; P. J. Pise
    Publisher: American Society of Civil Engineers
    Abstract: An analytical method has been proposed to predict the ultimate uplift capacity of piles embedded in sand. The method takes into consideration the length, diameter, and surface characteristics of piles and the soil properties. ...
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    Effect of Compressive Load on Uplift Capacity of Model Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): B. K. Dash; P. J. Pise
    Publisher: American Society of Civil Engineers
    Abstract: Thirty six tests on model tubular steel piles embedded in sand were carried out in the laboratory to assess the effects of compressive load on uplift capacity of piles considering various parameters. The model piles were ...
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