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Filtering by: Creator Peck, Myron A. Remove constraint Creator: Peck, Myron A. License All rights reserved Remove constraint License: All rights reserved Subject Piling (Civil engineering) Remove constraint Subject: Piling (Civil engineering)

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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:
    Soils. Abstract approved: Scott A. Ashford Deep foundations, including driven piles

  • 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:
    : _____________________________________________________________________ Scott A. Ashford Pile supported bridges are typically constructed near or in a natural or

  • 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

  • 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:
    liquefaction represents a major cause of damage to civil infrastructure and can result in significant damage