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    Increased Lateral Abutment Resistance from Gravel Backfills of Limited Width 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Kyle M. Rollins; Travis M. Gerber; Ku Hyun Kwon
    Publisher: American Society of Civil Engineers
    Abstract: Lateral pile cap tests were performed on a pile cap with three backfills to evaluate the static and dynamic behavior. One backfill consisted of loose silty sand while the other two consisted of 0.91- and 1.82-m-wide dense ...
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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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    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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    Zero-Displacement Lateral Spreads, 1999 Kocaeli, Turkey, Earthquake 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): T. Leslie Youd; Daniel W. DeDen; Jonathan D. Bray; Rodolfo Sancio; K. Onder Cetin; Travis M. Gerber
    Publisher: American Society of Civil Engineers
    Abstract: Three potential lateral spreads exhibited negligible displacements during the 1999 Kocaeli, Turkey Earthquake
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