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Filtering by: Creator Foundation Engineering, Inc. Remove constraint Creator: Foundation Engineering, Inc. Degree Field Civil Engineering Remove constraint Degree Field: Civil Engineering

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  • Ultimate bearing capacity of shallow footings on plastic silt

    Creator:
    Newton, Vernon C.
    Abstract:
    The usual approach to calculation of the ultimate bearing capacity of plastic silt is to assume no porewater drainage occurs during the loading period. The coefficient of permeability of plastic silt is generally significantly larger than clay; therefore, partial drainage of porewater may occur during the loading period. This study...
    Resource Type:
    Masters Thesis
    Full Text:
    of foundation engineering, the accepted procedure for calculating soil bearing capacity for shallow

  • 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:
    DISSERTATION OF Seth C. Reddy for the degree of Doctor of Philosophy in Civil Engineering presented on

  • Pile group analysis considering rigid and semirigid foundation conditions

    Creator:
    Winchester, Jack LeRoy
    Abstract:
    The structural behavior of pile groups (dolphins) is analyzed considering two types of boundary conditions. First the individual piles of the group are assumed to be rigidly embedded in the soil. In the second analysis the more realistic case is considered where the soil foundation is allowed to yield. The...
    Resource Type:
    Masters Thesis
    Full Text:
    foundation conditions AN ABSTRACT OF THE THESIS OF Jack LeRoy Winchester for the M.S. in Civil

  • 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:
    Engineering presented on March 14, 2012. Title: Bearing Capacity and Immediate Settlement of Shallow

  • Reliability-based Serviceability Limit State Design Procedures for Shallow Foundations

    Creator:
    Huffman, Jonathan C.
    Abstract:
    Reliability-based geotechnical foundation design focusses on soil and structure analysis that meets necessary safety, performance and/or serviceability criteria, calibrated based on probabilistic analyses and an accepted level of risk. As the civil engineering community seeks to better harmonize geotechnical and structural design methodologies, reliability-based design is being incorporated more into...
    Resource Type:
    Dissertation
    Full Text:
    helped with the development of this dissertation. My coworkers at Foundation Engineering, Inc

  • The control of seepage under dams on pervious foundations

    Creator:
    Chowdhury, Mahir Uddin
    Resource Type:
    Masters Thesis
    Full Text:
    . Moekmore, Head ot the Department of Civil Engineering, Oregon State College, for his constructive

  • Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework

    Creator:
    Baker, Josiah D.
    Abstract:
    This study presents the theoretical background necessary to model the bearing capacity of shallow and deep foundations in partially saturated soils. The conventional bearing capacity equations for shallow and deep foundations and the 𝛽-method for deep foundation side resistance have been modified to include the effects of matric suction and...
    Resource Type:
    Masters Thesis
    Full Text:
    Engineering presented on June 2, 2016. Title: Unsaturated Soils and Foundation Design: Theoretical

  • Social capital in engineering education

    Creator:
    Brown, Shane
    Abstract:
    A theoretical argument is presented to suggest that engineering curriculum be designed to develop social capital. Additionally, the value of social capital in the retention of students in the College of Engineering, and the development, role, and value of social capital in an electrical engineering laboratory is evaluated. Data collected...
    Resource Type:
    Dissertation
    Full Text:
    of Doctor of Philosophy in Civil Engineering presented on April 28, 2005. Title: Social Capital in

  • Cable dynamics in an ocean environment

    Creator:
    Tuah, Hang
    Abstract:
    The nonlinear dynamic analysis of cable and cable-large body systems subject to both deterministic and non-deterministic loading is presented in this study. Nonlinearities occur due to large displacements, material nonlinearity, lack of stiffness in compression, and the non-conservative fluid loading. A finite element model is used to model the cable...
    Resource Type:
    Dissertation
    Full Text:
    THE THESIS OF Hang Tuah for the degree of Doctor of Philosophy in Civil Engineering presented on

  • A Full-Scale Experimental Investigation of the Bearing Performance of Aggregate Pier-Supported Shallow Foundations

    Creator:
    Martin, John P.
    Abstract:
    Aggregate piers have been used for centuries, with increasing occurrence in the last few decades. Their usage has been driven by land development demand and enabled through equipment and engineering improvements. Understanding the principles controlling bearing capacities and serviceability performance has been an ongoing area of interest for structures supported...
    Resource Type:
    Masters Thesis
    Full Text:
    Science in Civil Engineering presented on April 10, 2018. Title: A Full-Scale Experimental