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    Discussion of “<i>Smear Effects of Vertical Drains on Soft Bangkok Clay</i>” by Dennes T. Bergado, Hiroshi Asakami, Marolo C. Alfaro, and A. S. Balasubramaniam (October, 1991, Vol. 117, No. 10) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): A. J. Lutenegger; Don J. DeGroot
    Publisher: American Society of Civil Engineers
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    Influence of Pile Plugging on Skin Friction in Overconsolidated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): G. A. Miller; A. J. Lutenegger
    Publisher: American Society of Civil Engineers
    Abstract: Field tests were conducted to investigate the influence of the method of installation and degree of soil plugging on the skin friction developed along displacement piles subjected to static axial loading in overconsolidated ...
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    Bearing Capacity of Square and Circular Footings on a Finite Layer of Granular Soil Underlain by a Rigid Base 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): A. B. Cerato; A. J. Lutenegger
    Publisher: American Society of Civil Engineers
    Abstract: Traditional bearing capacity theories for the ultimate capacity of shallow foundations assume that the thickness of the bearing stratum is infinite. The presence of a hard layer within a certain depth below the foundation ...
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