Seismic Foundation Stiffness for Bridges
Publication: Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance
Abstract
This paper presents a simple procedure to develop stiffness matrix for bridge foundations under seismic loading conditions. The methodology is based on the results of a pilot program for the Washington State Department of Transportation in which a design manual was developed to assist the bridge engineers for seismic design of bridge foundations for typical bridges in the state. The proposed procedure consists of a simple approach, which combines the results of a dynamic soil-structure interaction finite element program SASSI with the results of SHAKE, LPILE and APILE to develop stiffness matrices of pile group/shaft foundations, which are more realistic. The results are presented in the form of design charts, which show the variation of horizontal, vertical, rocking, torsional, and cross coupling stiffness components with the deflection. The results of our analyses show that the cross coupling terms are important for single shafts but can be ignored for the pile groups. In addition, we found that the contribution of the pile caps in the lateral stiffness of pile foundation can be as high as 75 percent of the total stiffness.
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Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Bridge design
- Bridge foundations
- Caissons
- Continuum mechanics
- Design (by type)
- Dynamic loads
- Dynamics (solid mechanics)
- Earthquake engineering
- Engineering fundamentals
- Engineering mechanics
- Foundation design
- Foundations
- Geotechnical engineering
- Pile foundations
- Seismic design
- Seismic loads
- Seismic tests
- Solid mechanics
- Stiffening
- Structural behavior
- Structural dynamics
- Structural engineering
- Tests (by type)
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