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Filtering by: Alternative title ssim FS 250 Remove constraint Alternative title ssim: FS 250 Advisor Stuedlein, Armin W. Remove constraint Advisor: Stuedlein, Armin W. Committee Member Mason, Ben Remove constraint Committee Member: Mason, Ben

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  • Ground Improvement and Liquefaction Mitigation using Driven Timber Piles

    Creator:
    Gianella, Tygh N.
    Abstract:
    Seismically-induced liquefaction represents a major cause of damage to civil infrastructure and can result in significant damage following major earthquakes. Liquefaction can occur when earthquake ground motions raise pore-water pressures in loose, sandy soil, resulting in a substantial decrease of soil strength. Owing to the potential for instability following liquefaction,...
    Resource Type:
    Masters Thesis
    Full Text:
    .................................................................................................250 6.6 Assessment of Excess Pore Pressures and Relation to Cyclic Shear Strains .264 6.6.1

  • 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:
    Rank n Number of Values PDF Probability Density Function CDF Cumulative Density Function FS