Correction Factors for an Analytical Method of Pile Foundation Response Subjected to Horizontal Dynamic Vibrations
Publication: Advances in Unsaturated Soil, Geo-Hazard, and Geo-Environmental Engineering
Abstract
In pile foundation response due to horizontal vibration, it is known that the original Novak's method overestimates the dominant frequency and underestimates the dominant amplitude of pile head responses. It is found that reducing the pile-foundation system stiffness and damping coefficients would lead to a smaller dominant frequency and higher dominant amplitude, respectively. The objective of this paper is to evaluate and determine appropriate correction factors for stiffness and damping coefficients for the analytical model developed by Novak and El-Sharnouby (1983) to improve the theoretical predictions of pile foundations subjected to dynamic forces. The reduction factors were determined by continuously reducing the shear modulus of the soil and system damping until the computed and filed responses matched. Three sets of field pile tests were analyzed.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Continuum mechanics
- Damping
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Foundations
- Geomechanics
- Geotechnical engineering
- Material mechanics
- Material properties
- Materials engineering
- Mechanical properties
- Motion (dynamics)
- Pile foundations
- Pile tests
- Shear modulus
- Soil mechanics
- Soil modulus
- Soil properties
- Solid mechanics
- Stiffening
- Structural behavior
- Structural dynamics
- Structural engineering
- Tests (by type)
- Vibration
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.