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: Lateral loads | Load tests | Load factors | Displacement (mechanics) | Piles | Clays | Pile tests

Services: Buy this book/Buy this article

 

Return to search