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    Closure to “Measured and Computed Lateral Response of a Pile Group in Sand” by Kyle M. Rollins, J. Dusty Lane, and Travis M. Gerber 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Kyle M. Rollins; J. Dusty Lane; Travis M. Gerber
    Publisher: American Society of Civil Engineers
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    Blast-Induced Liquefaction for Full-Scale Foundation Testing 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Scott A. Ashford; Kyle M. Rollins; J. Dusty Lane
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a pilot test program that was carried out to determine the appropriate charge weight, delay, and pattern required to induce liquefaction for full-scale testing of deep foundations. The results of this ...
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    Measured and Computed Lateral Response of a Pile Group in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Kyle M. Rollins; J. Dusty Lane; Travis M. Gerber
    Publisher: American Society of Civil Engineers
    Abstract: A lateral load test was performed on a full-scale pile group to evaluate pile–soil–pile interaction effects. The
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    Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Kyle M. Rollins; Travis M. Gerber; J. Dusty Lane; Scott A. Ashford
    Publisher: American Society of Civil Engineers
    Abstract: Lateral load test was performed on a full-scale pile group following blast-induced liquefaction to evaluate pile–soil–pile interaction effects. The
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