Chapter
Apr 26, 2012
The Behavior of a Single Pile under Cyclic Axial Loads
Authors: Z. Li [email protected], S. K. Haigh [email protected], and M. D. Bolton [email protected]Author Affiliations
Publication: Deep Foundations and Geotechnical In Situ Testing
Abstract
Many piled foundations have been destroyed under significant cyclic loads in earthquakes. Centrifuge modelling of a single pile subjected to cyclic loads has been conducted to investigate the influence of cyclic loads on the axial performance of the single pile. Different pile installation procedures were applied to compare the axial behaviour of different piles under cyclic loads. Pile head permanent settlements accumulated due to cyclic axial loads, and these increased with the increasing load amplitude. Also the pile head axial secant stiffness decreased with the increasing number of axial load cycles, and with increasing amplitude. Furthermore, the axial pile performance is influenced significantly by different installation methods.
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© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Axial loads
- Centrifuge models
- Continuum mechanics
- Cyclic loads
- Dead loads
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geotechnical engineering
- Models (by type)
- Pile foundations
- Pile settlement
- Piles
- Seismic loads
- Solid mechanics
- Static loads
- Statics (mechanics)
- Structural dynamics
Authors
Affiliations
Research Student, Department of Engineering, University of Cambridge, UK.E-mail: [email protected]
Lecturer, Department of Engineering, University of Cambridge, UK.E-mail: [email protected]
Professor, Department of Engineering, University of Cambridge, UK.E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.