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Filtering by: Committee Member Mason, Barbara J. Remove constraint Committee Member: Mason, Barbara J. Advisor Stuedlein, Armin W. Remove constraint Advisor: Stuedlein, Armin W.

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  • Uplift capacity and displacement of helical anchors in cohesive soil

    Creator:
    Young, Jessica
    Abstract:
    Helical anchors are a type of deep foundation element that can be installed quickly in almost any location and can accept the immediate application of operational loads. The use of helical anchors has expanded in recent decades from its established application in the power transmission industry to more traditional civil...
    Resource Type:
    Masters Thesis
    Full Text:
    comments and support provided by my graduate committee: Dr. Karl Haapala, Dr. Ben Mason, and Dr. Mike

  • Ultimate and serviceability limit state reliability-based axial capacity of deep foundations

    Creator:
    Reddy, Seth C.
    Abstract:
    Deep foundations are necessary for the construction of many structures, such as bridges and buildings, located in areas unsuitable for shallow foundations. Owing to the inherent variability of soil and the complex changes that occur in the soil adjacent to deep foundations as they are installed, the ability to accurately...
    Resource Type:
    Dissertation
    Full Text:
    of my research committee including Dr. H. Benjamin Mason, Dr. T. Matthew Evans, Dr. Michael Olsen