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    Experimental Response of Piles in Sand under Compound Motion 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Jeramy C. Ashlock; Ronald Y. Pak
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a fundamental experimental study on the vertical, horizontal, and rocking dynamic behavior of single pile foundations in granular soils. Aimed at generating an extensive experimental database with ...
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    Method of Adaptive-Gradient Elements for Computational Mechanics 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Ronald Y. S. Pak; Jeramy C. Ashlock
    Publisher: American Society of Civil Engineers
    Abstract: For tackling high-gradient, localized, or singular boundary value problems, the concept of an adaptive-gradient (AG) element family is introduced to advance the utility of discretization methods. Capable of encompassing ...
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    Behavior of a Pile Group Supporting a Precast Pile Cap under Combined Vertical and Lateral Loads 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 009:;page 04021084-1
    Author(s): Zhao Cheng; Sri Sritharan; Jeramy C. Ashlock
    Publisher: ASCE
    Abstract: A half-scale field test was conducted on a pile group installed at a stiff clay site. The pile group consisted of eight steel H-piles, with a battered pile at each corner, and connected to a precast pile cap using preformed ...
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    Assessment of Composite Pavement Performance by Survival Analysis 

    Source: Journal of Transportation Engineering, Part A: Systems:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Can Chen; R. Christopher Williams; Mervyn G. Marasinghe; Jeramy C. Ashlock; Omar Smadi; Scott Schram; Ashley Buss
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of this paper is to identify the most appropriate rehabilitation method for composite pavements and to evaluate the influence of different factors for the reflective crack development in composite pavement ...
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