TECHNICAL PAPERS
Jul 15, 2004

Field Performance of an Independent Full-Height Facing Reinforced Soil Wall

Publication: Journal of Performance of Constructed Facilities
Volume 18, Issue 3

Abstract

An innovative retaining wall system was adopted for the construction of a ramp connecting Interstate-25 and Interstate-70 in Colorado. The retaining wall system, known as the independent full-height facing (IFF) reinforced soil wall, has a full-height concrete facing panel in front of a soil mass that is reinforced with layers of tensile inclusion. The use of this retaining wall system allowed the highway to remain open to traffic during the construction operation and alleviate the need to deal with the excavation and disposal of the subsoil that had been contaminated in the past. Two sections of the retaining wall, locally known as the Fox wall, were instrumented to monitor the performance during and after construction. A study was undertaken to synthesize the measured data and to evaluate the performance and design assumptions of the retaining wall. This paper describes the IFF reinforced soil wall system and the Fox wall project, presents the measured data, and discusses the wall performance. Design implications concerning the initial setback of facing panels, reinforcement strength requirement, and lateral forces on facing panels are also addressed.

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References

Blanks, R. (1996). “Review of data acquisition system at I-25 and 38th Ave.” Rep., Colorado Dept. of Transportation, Denver.
Helwany, M. B. (1994). “Loading test of a new mechanically stabilized backfill wall system.” Final Rep., Prepared for Colorado Dept. of Transportation, Denver.
Holtz, R. D., Christopher, B. R., and Berg, R. R. (1997). Geosynthetic engineering, BiTech, B.C., Canada.
Ma, C. C. W. (2000). “Field performance of a new reinforced soil retaining wall with full-height facing and yielding connection.” Master’s thesis, Dept. of Civil Engineering, Univ. of Colorado at Denver, Denver.
Simac, M. R., Bathurst, R. J., Berg, R. R., and Lothspeich, S. E. (1993). Design manual for segmental retaining walls, National Concrete Masonry Association, Herndon, Va.
Wu, J. T. H. (1994). Design and construction of low cost retaining walls—The next generation in technology, Colorado Transportation Institute, Colorado Dept. of Transportation, Denver.
Wu, J. T. H. (2001). “Debunking the myths on design and construction of segmental GRS walls.” Special Lecture, Int. Geosynthetic Engineering Forum, 189–222.
Wu, J. T. H., Helwany, M. B., and Barrett, R. K. (1993). “Loading test of MSB wall—A new geosynthetic-reinforced retaining wall system.” Soil reinforcement full scale experiments of the 80’s, 583–603.

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Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 18Issue 3August 2004
Pages: 165 - 172

History

Received: Nov 16, 2001
Accepted: Dec 17, 2002
Published online: Jul 15, 2004
Published in print: Aug 2004

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Authors

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Christina C. Ma
Graduate Engineer, ECI, an AECOM Company, 7800 East Dorado Pl., Suite 100, Greenwood Village, CO 80111.
Jonathan T. H. Wu
Professor, Dept. of Civil Engineering, Univ. of Colorado at Denver, Campus Box 113, 1200 Larimer St., P.O. Box 173364, Denver, CO 80217-3364.

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