15th Triennial International Conference
Geotechnical and Structural Challenges: New Seattle Multimodal Terminal at Colman Dock Project
Publication: Ports 2019: Port Engineering
ABSTRACT
Washington State Department of Transportation (WSDOT) and Washington State Ferries (WSF) are replacing the aging and seismically vulnerable parts of the Seattle Ferry Terminal at Colman Dock in Seattle to maintain its critical role as a regional multimodal transportation hub. The project includes new concrete trestles, terminal building, and other structures—all to be supported on driven pipe piles and drilled shafts. The project site is located in an active seismic zone. Coupled with high seismic demands, the offshore site is underlain by non-liquefiable soft silt, overlying liquefiable silt, and overlying glacial soils. The main geotechnical and structural challenge is lateral instability of the soils overlying the glacial soils and the consequential impact on the driven pipe piles and drilled shafts. Advanced soil-structure interaction (SSI) analyses using numerical modeling—rather than the conservative empirical approaches—were performed and peer-reviewed to optimize the design. The analyses overall resulted in shorter pile embedment into the glacial soils.
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ACKNOWLEDGMENTS
The early phase of the design was completed by Landau Associates and CH2M Hill. The technical review of certain aspects of the advanced numerical modeling was completed by the late Professor Peter Byrne. The feedback provided by The City of Seattle Department of Construction and Inspection and the third-party peer reviewers — Dr. Michael Beaty and Dr. Stephen E. Dickenson — is also acknowledged.
REFERENCES
AASHTO (American Association of State Highway Transportation Officials). (2011). AASHTO Guide Specifications for LRFD Seismic Bridge Design, 2nd Edition.
Ensoft. (2014). LPILE Version 5.0.47 [software package]. Austin, TX.
Finn, W.D. Liam, and Fujita, N. (2004). “Behavior of Piles in Liquefiable Soils During Earthquakes: Analysis and Design Issues.” Proceedings: Fifth International Conference on Case Histories in Geotechnical Engineering, New York, New York, April 13-17, 2004.
Idriss, I. M., and Boulanger, R. W. (2008). Soil Liquefaction During Earthquakes, Earthquake Engineering Research Institute (EERI), MNO-12, 226 pp.
Itasca Consulting Group. (2011). Fast Lagrangian Analysis of Continua, FLAC2D, version 7.0 [software package]. Minneapolis MN.
Information & Authors
Information
Published In
Ports 2019: Port Engineering
Pages: 216 - 226
Editors: Pooja Jain, Moffatt & Nichol and William S. Stahlman III, America's Central Port
ISBN (Online): 978-0-7844-8261-2
Copyright
© 2019 American Society of Civil Engineers.
History
Published online: Sep 12, 2019
Published in print: Sep 12, 2019
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