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

Abstract:

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 | Soil dynamics | Displacement (mechanics) | Dynamic structural analysis | Dynamic analysis | Load tests | Lateral loads | Pile tests

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