Analysis of Dynamic Laterally Loaded Pile in Clay

by Geoffrey W. Blaney,
Michael W. O'Neill,

Document Type: Proceeding Paper

Part of: Advances in Designing and Testing Deep Foundations: In Memory of Michael W. O'Neill


Deflections of laterally loaded pile groups are strongly affected by the degree of pile head fixity. If the cap provides perfect restraint against rotation, deflections are only about 25% as large as the deflect.

Subject Headings: Soil analysis | Lateral loads | Displacement (mechanics) | Dynamic structural analysis | Dynamic analysis | Soil dynamics | Piles | Clays

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