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    Behavior of Interfaces between Fiber-Reinforced Polymers and Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): J. D. Frost; J. Han
    Publisher: American Society of Civil Engineers
    Abstract: Conventional construction materials used in foundations can encounter serious durability problems in contaminated subsurface or marine environments. Fiber-reinforced polymer (FRP) composites are potentially suitable for ...
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    Closure to “<i>Settlement of Shallow Foundations on Granular Soils</i>” by G. A. Leonards and J. D. Frost (July, 1988, Vol. 114, No. 7) 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): G. A. Leonards; J. D. Frost
    Publisher: American Society of Civil Engineers
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    Settlement of Shallow Foundations on Granular Soils 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author(s): G. A. Leonards; J. D. Frost
    Publisher: American Society of Civil Engineers
    Abstract: A conceptual framework for understanding the effects of overconsolidation in reducing the compressibility of all types of soil is presented. A generally applicable method for estimating the settlement of footings on granular ...
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    Closure to “Evaluating Site Investigation Quality Using GIS and Geostatistics” by R. L. Parsons and J. D. Frost 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): R. L. Parsons; J. D. Frost
    Publisher: American Society of Civil Engineers
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    Evaluating Site Investigation Quality using <i>GIS</i> and Geostatistics 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): R. L. Parsons; J. D. Frost
    Publisher: American Society of Civil Engineers
    Abstract: Current practice in the characterization of subsurface conditions usually involves the interpretation of data from laboratory and in-situ tests using deterministic analysis methods. These deterministic methods do not reflect ...
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    Discussion of “<i>Necessary Redundancy in Geotechnical Engineering</i>” by Jorj O. Osterberg (November, 1989, Vol. 113, No. 11) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): G. A. Leonards; J. D. Frost
    Publisher: American Society of Civil Engineers
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    Interactive Analysis of Spatial Subsurface Data Using GIS-Based Tool 

    Source: Journal of Computing in Civil Engineering:;2000:;Volume ( 014 ):;issue: 004
    Author(s): R. L. Parsons; J. D. Frost
    Publisher: American Society of Civil Engineers
    Abstract: Much of the spatial information that is an inherent part of geotechnical and geoenvironmental investigation programs has been underutilized due to the unavailability of analysis tools designed to take advantage of the ...
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    Analytical Investigation of Friction Sleeve Length Effects on Stratigraphic Interpretation 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001
    Author(s): J. D. Frost; J. T. DeJong; D. R. Saussus
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical investigation of the ability of friction sleeves of varying lengths to reliably identify layer interfaces and stratigraphic anomalies within the subsurface. Analytical and parametric ...
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    Three-Dimensional Digital Representation of Granular Material Microstructure from X-Ray Tomography Imaging 

    Source: Journal of Computing in Civil Engineering:;2004:;Volume ( 018 ):;issue: 001
    Author(s): L. B. Wang; J. D. Frost; J. S. Lai
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the use of x-ray tomography imaging to reconstruct a three-dimensional (3D) digital representation of individual particles in a granular system. The granular system is represented by the mass center ...
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    Quantification of Doublet Vector Distribution of Granular Materials 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 007
    Author(s): L. B. Wang; J. D. Frost; J. S. Lai
    Publisher: American Society of Civil Engineers
    Abstract: Soil fabric quantities such as doublet vector and branch vector distributions are important in doublet mechanics and micromechanics modeling of soil behavior. The quantification of these quantities is therefore imperative ...
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