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    Reduction Factor for the Unloading Point Method at Clay Soil Sites 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Thomas J. Weaver; Kyle M. Rollins
    Publisher: American Society of Civil Engineers
    Abstract: Full-scale testing can be an integral component of quality control/quality assurance for projects involving construction of deep foundations. Rapid load tests are being used in the deep foundation industry as a method for ...
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    Lateral Load Behavior of Full-Scale Pile Group in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Kyle M. Rollins; Kris T. Peterson; Thomas J. Weaver
    Publisher: American Society of Civil Engineers
    Abstract: A static lateral load test was performed on a full-scale pile group to determine the resulting pile-soil-pile interaction effects. The 3 × 3 pile group at three-diameter spacing was driven into a profile consisting of soft ...
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    Closure to “Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading” by Thomas J. Weaver, S. A. Ashford, and Kyle M. Rollins 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Thomas J. Weaver; S. A. Ashford; Kyle M. Rollins
    Publisher: American Society of Civil Engineers
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    Response of 0.6 m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Thomas J. Weaver; Scott A. Ashford; Kyle M. Rollins
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results from a full-scale lateral load test on a
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