Geo-Congress 2020
Eisenhower Bridge North Abutment and Approach Settlement: A Case History of Timber Pile Downdrag and Comparative Downdrag Effect on Steel Piles
Publication: Geo-Congress 2020: University of Minnesota 68th Annual Geotechnical Engineering Conference (GSP 321)
ABSTRACT
The north abutment and approach of the Eisenhower Bridge has settled significantly since completion in 1960 and is currently several feet lower as compared to the 1960 construction plan profile. The north approach originally consisted of a 25-foot-high embankment placed on a soil profile of loose/soft alluvial sands, silts, and clays (alluvium) underlain by a very dense layer of sands and gravels; the north abutment was supported by 26 timber piles driven through the embankment fill and alluvium to practical refusal bearing on very dense sands and gravels. Given the timber piles were driven to practical refusal in competent materials, the movement in the abutment appears to be a result of downdrag loads. As the approach embankment adjacent to the abutment settled from consolidation of the soft alluvium, drag load developed on the timber piles and induced excessive internal stress and end bearing pressure on the piles. It is believed the yield strength of the timber piles was exceeded in compression resulting in damaged or broken piles. The purpose of this study is to demonstrate how the drag loads on the timber pile foundation system caused excessive stress and movement of the abutment and provide comparative analyses to model the effect if steel piles had been selected in place of the timber piles.
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REFERENCES
AASHTO (American Association of State Highway and Transportation Officials) LRFD (2017). “AASHTO LRFD Bridge Design Specifications”, 8th Edition, September, 2017.
FHWA-NHI-16-009 (2016). “Geotechnical Engineering Circular No. 12 – Design and Construction of Driven Pile Foundations”, September, 2016.
MnDOT LRFD (2018). “Load and Resistance Factor Design, Bridge Design Manual”, October, 2018.
MnDOT Memo (2014). “SP 2515-21 Bridge 25033, TH 63 over Mississippi River in Red Wing, Subsurface Investigation”, December 17, 2014.
Tomlinson and Woodward (2008). “Pile Design and Construction Practice”, 5th Edition, 2008.
Information & Authors
Information
Published In
Geo-Congress 2020: University of Minnesota 68th Annual Geotechnical Engineering Conference (GSP 321)
Pages: 119 - 127
Editors: Joseph F. Labuz, Ph.D., University of Minnesota, Brent A. Theroux, Barr Engineering Co., James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8284-1
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Feb 21, 2020
ASCE Technical Topics:
- Bridge abutments
- Bridge components
- Bridge engineering
- Bridges
- Bridges (by material)
- Building materials
- Case studies
- Construction engineering
- Construction industry
- Construction management
- Engineering fundamentals
- Engineering materials (by type)
- Foundations
- Geotechnical engineering
- Infrastructure construction
- Materials engineering
- Methodology (by type)
- Pile foundations
- Pile settlement
- Piles
- Research methods (by type)
- Steel bridges
- Steel piles
- Structural engineering
- Wood and wood products
- Wood bridges
- Wood piles
Authors
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