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    Probabilistic Assessment of Pile Interference 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Thomas F. Wolff
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic structures such as navigation locks and dams are commonly founded on large groups of long, closely spaced driven piles. When piles are driven, there are deviations between the theoretical ground locations and the ...
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    Discussion of “<i>Improved Design Procedures for Vertically Loaded H‐Piles in Sand</i>” by H. M. Coyle and R. Ungaro (March, 1991, Vol. 117, No. 3) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): Thomas F. Wolff; Patrick J. Conroy
    Publisher: American Society of Civil Engineers
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    Search Algorithm for Minimum Reliability Index of Earth Slopes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): Ahmed M. Hassan; Thomas F. Wolff
    Publisher: American Society of Civil Engineers
    Abstract: In probabilistic slope stability analysis, the similarity and differences of the surface of minimum factor of safety (FS) and the surface of minimum reliability index (β) have not been investigated fully. Probabilistic ...
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    Search Algorithm for Minimum Reliability Index of Earth Slopes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Douglas A. Crum; Robert D'Andrea; K. S. Li; Raymond W. M. Cheung; Mrabet Zouhair; Ahmed M. Hassan; Thomas F. Wolff
    Publisher: American Society of Civil Engineers
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