Chapter
Jun 20, 2012
Implication of Soil Behavior in Load Transfer Mechanisms of Axially Loaded Single Piles
Authors: Sofia Costa D'Aguiar [email protected], Fernando Lopez-Caballero [email protected], Arézou Modaressi [email protected], and Jaime Santos [email protected]Author Affiliations
Publication: Advances in Measurement and Modeling of Soil Behavior
Abstract
Using numerical modelling, the main goal of this paper is to identify the underlying mechanisms in the pile soil interaction when a single pile is axially loaded. In addition, the implications of the soil behavior in the prediction of the ultimate shaft and base resistance, as well as in the load settlement curves, are studied in terms of soils's stress paths and load transfer curves.
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Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Jun 20, 2012
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ASCE Technical Topics:
- Axial loads
- Design (by type)
- Engineering fundamentals
- Engineering mechanics
- Foundations
- Geomechanics
- Geotechnical engineering
- Geotechnical models
- Load factors
- Load tests
- Load transfer
- Models (by type)
- Pile foundations
- Piles
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil settlement
- Soil-pile interaction
- Static loads
- Statics (mechanics)
- Structural design
- Tests (by type)
Authors
Affiliations
PHD. Student, Laboratoire MSS-Mat, Ecole Centrale Paris, France. E-mail: [email protected]
Research Engineer, Laboratoire MSS-Mat, Ecole Centrale Paris, France. E-mail: [email protected]
Professor, Laboratoire MSS-Mat, Ecole Centrale Paris, France. E-mail: [email protected]
Associate Professor, Instituto Superior Técnico de Lisboa, Department of Civil Engineering, Portugal. 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.