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
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: Lateral loads | Displacement (mechanics) | Piles | Soil analysis | Soil dynamics | Load factors | Pile groups
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