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    Microstructure of Composite Material from High-Lime Fly Ash and RPET 

    Source: Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 001
    Author(s): David J. White
    Publisher: American Society of Civil Engineers
    Abstract: Tests on composite material from high-lime (ASTM class C) fly ash and recycled polyethylene terephthalate (RPET) were conducted to investigate the physiomechanical properties and microstructure features. Composite specimens ...
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    Reclaimed Hydrated Fly Ash As a Geomaterial 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    Author(s): David J. White
    Publisher: American Society of Civil Engineers
    Abstract: To effectively use recycled geomaterials in earthwork and pavement base/subgrade construction, engineering properties, design values, proper construction practices, and long-term behavior must be known. Recent experience ...
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    Experiments Using a Novel Penetrometer to Assess Changing Strength of Clay during Remolding and Reconsolidation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Fauzan Sahdi; David J. White; Christophe Gaudin
    Publisher: American Society of Civil Engineers
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    Relationships between In Situ and Roller-Integrated Compaction Measurements for Granular Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): David J. White; Mark J. Thompson
    Publisher: American Society of Civil Engineers
    Abstract: To evaluate
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    Estimating Compaction of Cohesive Soils from Machine Drive Power 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 012
    Author(s): Mark J. Thompson; David J. White
    Publisher: American Society of Civil Engineers
    Abstract: To evaluate roller-integrated
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    Stress Zones Near Displacement Piers: I. Plastic and Liquefied Behavior 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): R. L. Handy; David J. White
    Publisher: American Society of Civil Engineers
    Abstract: Radial stresses measured with the
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    Stress Zones near Displacement Piers: II. Radial Cracking and Wedging 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): R. L. Handy; David J. White
    Publisher: American Society of Civil Engineers
    Abstract: Transient liquefaction of saturated soils near Rammed Aggregate Piers is described in Part I on the basis of radial stress measurements. This is supported by dynamic pore-water pressure measurements, as peak pore pressures ...
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    Support Mechanisms of Rammed Aggregate Piers. II: Numerical Analyses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): Ha T. V. Pham; David J. White
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the second of a two-part series describing an investigation of the mechanical behavior of rammed aggregate piers in supporting rigid square footings. In this paper, the performances of two pier-supported ...
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    Load Transfer in Rammed Aggregate Piers 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 006
    Author(s): Muhannad T. Suleiman; David J. White
    Publisher: American Society of Civil Engineers
    Abstract: Predicting the load–settlement and load–transfer behaviors of rammed aggregate piers are important aspects of design. Use of advanced engineering models, however, can be complex involving uncertainty in selection of nonlinear ...
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    Closure to “Load Transfer in Rammed Aggregate Piers” by Muhannad T. Suleiman and David J. White 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 005
    Author(s): Muhannad T. Suleiman; David J. White
    Publisher: American Society of Civil Engineers
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