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    Experimental Evaluation of Lateral-Load Resistance of Pile Caps 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Robert L. Mokwa; J. Michael Duncan
    Publisher: American Society of Civil Engineers
    Abstract: Although pile caps have considerable ability to resist lateral loads, this resistance is often neglected in design. Published cases involving a variety of pile and cap sizes, soil conditions, and loading conditions indicate ...
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    Discussion of “Centrifuge Model Study of Laterally Loaded Pile Groups in Clay” by T. Ilyas, C. F. Leung, Y. K. Chow, and S. S. Budi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author(s): Robert L. Mokwa; J. Michael Duncan
    Publisher: American Society of Civil Engineers
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    Rotational Restraint of Pile Caps during Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Robert L. Mokwa; J. Michael Duncan
    Publisher: American Society of Civil Engineers
    Abstract: A pure fixed-head (zero-rotation) condition at the top of a group of laterally loaded piles is seldom achievable in the field, even when piles are installed in a group that is “rigidly” constrained by a stiff concrete pile ...
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    Passive Earth Pressures: Theories and Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author(s): J. Michael Duncan; Robert L. Mokwa
    Publisher: American Society of Civil Engineers
    Abstract: The magnitude of the passive earth pressure that resists the movement of a structure is controlled by the amount the structure moves and the direction in which it moves, strength and stiffness of the soil that resists its ...
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