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    FormatThesis (5)SubjectSlopes (Soil mechanics) -- Stability (3)Loads (Mechanics) (2)Piling (Civil engineering) (2)Soil stabilization (2)Bayesian techniques (1)... View MoreDate Issued2010 - 2019 (2)2005 - 2009 (3)Author/ContributorLoehr, J. Erik (5)Boeckmann, Andrew Z. (2)Bellew, Thomas B. (1)Coffman, Richard A., 1980- (1)Textor, Nathan S. (1)Subject: PlaceMissouri (1)Advisor
    Loehr, J. Erik (5)
    Thesis Department
    Civil engineering (MU) (5)
    Language (ISO)
    English (5)

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    Processing of synthetic aperture radar data as applied to the characterization of localized deformation features 

    Coffman, Richard A., 1980- (University of Missouri--Columbia, 2009)
    Satellite-based Interferometric Synthetic Aperture Radar (InSAR) has been used by the geoscience community for many years to obtain ground deformation measurements of large-scale spatial features. Researchers have also ...

    Within-site variability and reliability of foundation designs based on load tests 

    Boeckmann, Andrew Z. (University of Missouri--Columbia, 2019)
    is within-site variability, which describes the variability of foundation resistance across a site. Within-site variability is attributed to geologic variation across a site and to differences in construction outcomes among foundation elements. Published...

    Investigation of load transfer models for recycled plastic reinforcement for slope stabilization 

    Bellew, Thomas B. (University of Missouri-Columbia, 2011)
    Slope failures are not only hazardous to the public, but they are also costly to maintain and repair. A field testing program involving five test sites has been executed in an effort to develop better design practices for slopes reinforced...

    Load transfer in reticulated and non-reticulated micropiles from large-scale tests 

    Textor, Nathan S. (University of Missouri--Columbia, 2007)
    Using micropiles for slope stabilization is a proven technique but there are many uncertainties with how load is transferred from the soil to the structural elements. A large-scale model was constructed to test model slopes ...

    Load transfer in micropiles for slope stabilization from tests of large-scale physical models 

    Boeckmann, Andrew Z. (University of Missouri--Columbia, 2006)
    The objective of this work is to provide experimental data to improve prediction of limit loads for micropiles in slope stabilization applications. The experimental data were obtained from tests of 1-g model slopes 8 ft ...

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