Case Studies
Nov 30, 2016

Case Study: Condition Assessment of a 36-Year-Old Mechanically Stabilized Earth Wall in Virginia

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 5

Abstract

In 2012, a mechanically stabilized earth (MSE) wall was demolished in Virginia due to road realignment activities, providing an opportunity to assess the condition of the steel-bar mat reinforcement after 36 years in service. Steel and backfill samples were collected from various locations throughout the wall. The remaining zinc thickness from the galvanized steel was measured utilizing three different techniques; the electrochemical properties of the backfill were also measured. It was found that corrosion was highest at the joint between the pavement and moment slab and in locations downstream of a drainage pipe through the wall. By industry design standards, the electrochemical properties of the backfill, specifically the chlorides and resistivity, indicate the backfill collected is aggressive; however, the wall was in good condition, with an estimated service life of 150 years based on the measured corrosion. This article provides an overview of this case study, the testing performed, and the results; it also examines methods to estimate initial thickness of the zinc coating for insights on the performance of galvanized steel used in earthwork applications.

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Acknowledgments

The authors would like to extend their appreciation to Chris Dumas (with CH2M HILL) for his initial coordination efforts between FHWA and Fluor Corporation to perform sample collection. Appreciation is also given to former FHWA interns Jeff Lin and Daniel Powers for help with sample collection; former intern Kerry McCaffrey, along with full-time staff at Turner-Fairbank Highway Research Center, including Thomas Gebrenegus, Terry Arnold, Rongtang Liu, Paul Virmani, and Jason Provines also provided assistance in sample testing. The authors also gratefully acknowledge Ken Fishman, Daniel Alzamora, Rich Barrows, and Fassil Beshah for providing technical expertise on this project.

References

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AASHTO. (1991). “Standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes.” AASHTO M145, Washington, DC.
AASHTO. (2012). “Standard method of test for determining minimum laboratory soil resistivity.” AASHTO T288, Washington, DC.
AASHTO. (2014). “LRFD bridge design specifications.” Washington, DC.
AASHTO. (2015). “Standard method of test for moisture-density relations of soils using a 2.5-kg (5.5-lb) rammer and a 305-mm (12-in.) drop.” AASHTO T99. Washington, DC.
AGA (American Galvanizers Association). (2014a). “The service life of galvanized steel articles in soil applications.” ⟨https://www.galvanizeit.org/education-and-resources/publications/the-service-life-of-galvanized-steel-articles-in-soil-applications-2010⟩ (Aug. 14, 2015).
AGA (American Galvanizers Association). (2014b). “Zinc coatings.” ⟨http://www.galvanizeit.org/corrosion/corrosion-protection/zinc-coatings⟩ (Oct. 6, 2014).
AGA (American Galvanizers Association). (2015). “Steel selection.” ⟨http://www.galvanizeit.org/design-and-fabrication/design-considerations/steel-selection⟩ (Nov. 30, 2015).
ASTM. (2008). “Standard practice for providing high-quality zinc coatings (hot-dip).” ASTM A385, West Conshohocken, PA.
ASTM. (2009). “Standard practice for measurement of coating thicknesses by the magnetic method: Nonmagnetic coatings on magnetic basis metals.” ASTM B499, West Conshohocken, PA.
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ASTM. (2015). “Standard specification for zinc (hot-dip galvanized) coatings on iron and steel products.” ASTM A123, West Conshohocken, PA.
Berg, R. R., Christopher, B. R., and Samtani, N. C. (2009). “Design of mechanically stabilized earth walls and reinforced soil slopes.”, National Highway Institute, Federal Highway Administration, Washington, DC.
Elias, V., Fishman, K. L., Christopher, B. R., and Berg, R. R. (2009). “Corrosion/degradation of soil reinforcements for mechanically stabilized earth walls and reinforced soil slopes.”, Federal Highway Administration, Washington, DC.
Fishman, K. L., and Withiam, J. L. (2011). “LRFD metal loss and service-life strength reduction factors for metal-reinforced systems.”, ASCE, Reston, VA.
Nicks, J. E., Adams, M. T., and Runion, M. (2015). “Electronic thickness gauge measurements on a 36-year old steel bar mat reinforced MSE wall.” Proc., Int. Foundations Congress and Equipment Expo 2015, Geo-Institute of ASCE, Reston, VA.
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Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 5May 2017

History

Received: Dec 1, 2015
Accepted: Sep 19, 2016
Published online: Nov 30, 2016
Discussion open until: Apr 30, 2017
Published in print: May 1, 2017

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Authors

Affiliations

Jennifer E. Nicks, Ph.D., M.ASCE [email protected]
P.E.
Research Geotechnical Engineer, Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101-2296 (corresponding author). E-mail: [email protected]
Michael T. Adams, M.ASCE [email protected]
Research Geotechnical Engineer, Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101-2296. E-mail: [email protected]
Tom Stabile [email protected]
Research Engineer, Engineering Software and Consultants, 6300 Georgetown Pike, McLean, VA 22101-2296. E-mail: [email protected]
Justin Ocel, Ph.D., M.ASCE [email protected]
P.E.
Research Structural Engineer, Turner-Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101-2296. E-mail: [email protected]

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