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Filtering by: Committee Member Stuedlein, Armin Remove constraint Committee Member: Stuedlein, Armin Rights Statement In Copyright Remove constraint Rights Statement: In Copyright Subject Slopes (Soil mechanics) Remove constraint Subject: Slopes (Soil mechanics)

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  • Effects of soil slope on the lateral capacity of piles in cohesionless soils

    Creator:
    Barker, Paul D.
    Abstract:
    Deep foundations, including driven piles, are used to support vertical loads of structures and applied lateral forces. Many pile supported structures, including bridges, are subjected to large lateral loads in the form of wind, wave, seismic, and traffic impact loads. In many practical situations, structures subjected to lateral loading are...
    Resource Type:
    Masters Thesis
    Full Text:
    the support and comments provided by the graduate thesis committee: Professor Armin Stuedlein

  • Effects of soil slope on lateral capacity of piles in cohesive soils

    Creator:
    Nimityongskul, Nontapat
    Abstract:
    Pile supported bridges are typically constructed near or in a natural or man-made slope and are subjected to lateral loading. The current design method for laterally loaded piles involves the use of Winkler's spring concept with the standard nonlinear p-y curves. The available p-y curves were developed based on results...
    Resource Type:
    Dissertation
    Full Text:
    : Professor Marvin R. Pyles, Professor John A. Gambatese, Professor Armin Stuedlein, and Professor Tom