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Experimental Evaluation of Lateral-Load Resistance of Pile Caps
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 ...
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
Publisher: American Society of Civil Engineers
Rotational Restraint of Pile Caps during Lateral Loading
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 ...
Passive Earth Pressures: Theories and Tests
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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