Analysis of Dynamic Laterally Loaded Pile in Clayby 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.
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