Location
St. Louis, Missouri
Date
03 Jun 1993, 10:30 am - 12:30 pm
Abstract
Construction of the US22/SR7 interchange in Steubenville, OH resulted in the need to excavate the toe of the steep 350 ft. high slope overlooking the Ohio River. To maintain the stability of the slope, the Ohio Department of Transportation (ODOT) chose to construct a 4 tier, 130- ft. high, 2,200 ft. long tieback anchor retaining wall. During the design phase, it became apparent that reductions in both the tieback loading and cost could be realized by lowering the groundwater levels in the hillside. A Pressure Relief Tunnel System (PRTS) was selected from several drainage options. The PRTS consists of a 1,945 ft. long tunnel, excavated parallel to, and 200 ft. behind, the retaining wall, and a series 85 ft. long, sub-vertical drainage holes drilled upward from inside the tunnel. This paper presents the design of the PRTS, an outline of the instrumentation program and a comparison of the observed and expected drawdowns.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1993 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Graham, J. R.; Humphries, R. W.; Fuller, J. M.; and Elliott, G. M., "Pressure Relief Tunnel System at US22/SR7 Interchange, OH" (1993). International Conference on Case Histories in Geotechnical Engineering. 25.
https://scholarsmine.mst.edu/icchge/3icchge/3icchge-session05/25
Pressure Relief Tunnel System at US22/SR7 Interchange, OH
St. Louis, Missouri
Construction of the US22/SR7 interchange in Steubenville, OH resulted in the need to excavate the toe of the steep 350 ft. high slope overlooking the Ohio River. To maintain the stability of the slope, the Ohio Department of Transportation (ODOT) chose to construct a 4 tier, 130- ft. high, 2,200 ft. long tieback anchor retaining wall. During the design phase, it became apparent that reductions in both the tieback loading and cost could be realized by lowering the groundwater levels in the hillside. A Pressure Relief Tunnel System (PRTS) was selected from several drainage options. The PRTS consists of a 1,945 ft. long tunnel, excavated parallel to, and 200 ft. behind, the retaining wall, and a series 85 ft. long, sub-vertical drainage holes drilled upward from inside the tunnel. This paper presents the design of the PRTS, an outline of the instrumentation program and a comparison of the observed and expected drawdowns.
