Location
New York, New York
Session Start Date
4-13-2004
Session End Date
4-17-2004
Abstract
This case history discusses the design and construction of the appropriate foundation scheme for the largest cable-stayed bridge in the world. This concession project was financed through a combination of public funds, private equity and bank loans. When completed in 2004, the Rion-Antirion Bridge will connect the Peloponnese, Greece’s southernmost peninsula, with the mainland across the Gulf of Corinth. Alternative foundation concepts that were considered included traditional driven piles, deeply embedded caissons, and soil improvement. The process of how the foundation evolved from schematics to final design, what were the driving forces, how ideas were disseminated among the Design Team, the Design Checker and the Technical Advisors, and the performance of the foundations to date are summarized.
Department(s)
Civil, Architectural and Environmental Engineering
Appears In
International Conference on Case Histories in Geotechnical Engineering
Meeting Name
Fifth Conference
Publisher
University of Missouri--Rolla
Publication Date
4-13-2004
Document Version
Final Version
Rights
© 2004 University of Missouri--Rolla, All rights reserved.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Biesiadecki, Gregory L.; Dobry, Ricardo; Leventis, George E.; and Peck, Ralph B., "Rion – Antirion Bridge Foundations: A Blend of Design and Construction Innovation" (2004). International Conference on Case Histories in Geotechnical Engineering. 14.
http://scholarsmine.mst.edu/icchge/5icchge/session00g/14
Rion – Antirion Bridge Foundations: A Blend of Design and Construction Innovation
New York, New York
This case history discusses the design and construction of the appropriate foundation scheme for the largest cable-stayed bridge in the world. This concession project was financed through a combination of public funds, private equity and bank loans. When completed in 2004, the Rion-Antirion Bridge will connect the Peloponnese, Greece’s southernmost peninsula, with the mainland across the Gulf of Corinth. Alternative foundation concepts that were considered included traditional driven piles, deeply embedded caissons, and soil improvement. The process of how the foundation evolved from schematics to final design, what were the driving forces, how ideas were disseminated among the Design Team, the Design Checker and the Technical Advisors, and the performance of the foundations to date are summarized.
