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Filtering by: Creator Peck, Myron A. Remove constraint Creator: Peck, Myron A. Advisor Stuedlein, Armin Remove constraint Advisor: Stuedlein, Armin Committee Member Mason, Ben Remove constraint Committee Member: Mason, Ben

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  • Static and Wave Equation Analyses and Development of Region-specific Resistance Factors for Driven Piles

    Creator:
    Bougataya, Youssef
    Abstract:
    This study uses an existing database of dynamic loading tests of driven piles installed in the Puget Sound Lowlands to improve the reliability of axial performance. First, the unit shaft resistances developed from stress wave signal matching to dynamic records of pile installation are used to develop an effective stress-based...
    Resource Type:
    Masters Thesis
    Full Text:
    Beginning-of-Restrike (BOR) and for a range of specific soil types and relative densities and

  • Engineering design and analysis of pipe ramming installations

    Creator:
    Meskele, Tadesse
    Abstract:
    The trenchless technology known as pipe ramming for construction of culverts and buried pipes under roadways or other infrastructure has gained significant popularity due to its cost-effectiveness and ability to alleviate surface disruptions associated with open-cut trenching. Although the experience with pipe ramming is increasing, there has been remarkably little...
    Resource Type:
    Dissertation
    Full Text:
    INSTALLATIONS Tadesse Meskele A dissertation submitted for the degree of Doctor of Philosophy

  • Bearing capacity and immediate settlement of shallow foundations on clay

    Creator:
    Strahler, Andrew W.
    Abstract:
    Shallow foundations are extensively used to support structures of all sizes and derive their support from near surface soils. Thus, they are typically embedded up to a few meters into the soil profile. Designers of shallow foundations are required to meet two limit states: overall failure of the soil beneath...
    Resource Type:
    Masters Thesis
    Full Text:
    , they are typically embedded up to a few meters into the soil profile. Designers of shallow