Case History: One Chicago Square Top-Down Construction Adjacent to Chicago Red Line Tunnel and Station
Publication: IFCEE 2024
ABSTRACT
One Chicago Square (OCS) is a billion-dollar private development encompassing an entire city block in the River North area of Chicago, Illinois. The project consisted of two high rise towers (55 and 65 stories), along with a four-story below grade parking structure directly adjacent to the existing Chicago Transportation Authority (CTA) Red Line tunnel and station. JDL and Power Construction, the owner/developer and general contractor, respectively, recognized the demands of the proposed excavation and the overall project schedule, which required completion within three years. Additionally, the historic Holy Name Cathedral, directly to the east of the project site, used the existing parking lot on the subject property. In accordance with certain requirements of the proposed development agreement, equivalent parking capacity had to be provided in the proposed below-grade garage within 24 months. These demands, along with cost efficiency, led the project team to choose a top-down construction method for the below-grade work. A design-build approach for the top-down method of the earth retention system and the partnership between the project stakeholders resulted in the overall accomplishment of the project goals. Measured deflections of the earth retention system around the site were controlled and agreed well with the underground construction team’s estimates (often less than our estimates), and instrumentation monitoring in the tunnel indicated negligible movements and no reported damage. The project was completed within the required schedule.
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REFERENCES
Boscardin, M., and Cording, E. (1989). Building Response to Excavation-Induced Settlement. Journal of Geotechnical Engineering, Vol. 115, No. 1. American Society of Civil Engineers.
Bowles, J. (1996). Foundation Analysis and Design, Fifth Edition. The McGraw-Hill Companies, Inc.
Finno, R. (2007). Use of Monitoring Data to Update Performance Predictions of Supported Excavations, 7th FMGM Conference 2007: Field Measurements in Geomechanics.
Finno, R., Blackburn, J. T., and Roboski, J. (2007). Three-Dimensional Effects for Supported Excavations in Clay. Journal of Geotechnical and Geoenvironmental Engineering. American Society of Civil Engineers.
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Hsieh, P. G., and Ou, C. Y. (1998). Shape of ground surface settlement profiles caused by excavation. Canadian Geotechnical Journal 35. NRC Research Press.
Information & Authors
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History
Published online: May 3, 2024
ASCE Technical Topics:
- Buildings
- Case studies
- Construction engineering
- Construction management
- Engineering fundamentals
- Geotechnical engineering
- High-rise buildings
- Highway transportation
- Infrastructure
- Methodology (by type)
- Parking facilities
- Project management
- Research methods (by type)
- Retaining structures
- Structural engineering
- Structures (by type)
- Transportation engineering
- Tunnels
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