Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

MSE Wall Global Stability and Lesson Learned

Publication: Geo-Congress 2019: Embankments, Dams, and Slopes (GSP 305)

ABSTRACT

A highway bridge spanning an at-grade railroad right-of-way was designed using two MSE wall supported abutments. The earthwork included the soil approach embankment and the MSE wall sand backfill. Steel H-piles were inserted through the backfill in corrugated metal pipes and then driven to the desired depth to support the bridge abutments. Before construction of the MSE walls, rammed aggregate piers (RAPs) were installed beneath each MSE wall and backfill to reduce total and differential settlements and increase bearing capacity of the weak foundation soils. The west MSE wall and approach embankment did not perform well and had to be demolished and re-constructed but the east wall performed well. Field settlement and slope inclinometer data show that the west MSE wall moved laterally due to the weak foundation soils. This paper discusses the cause of the lateral wall movements and presents recommendations for the design of future MSE walls founded on RAPs.

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REFERENCES

Duncan, J.M. and Wright, S.G. (1980). The Accuracy of Equilibrium Methods of Slope Stability Analysis. International Symposium of Landslides, New Delhi, India, pp. 247–254
(also Engineering Geology, Vol. 16, pp. 5–17, Elsevier Scientific Publishing Company, Amsterdam)
Hussain, M. and Stark, T.D. (2011). “Back-analysis of Preexisting Landslides''. Proceedings of Specialty Conf. GEO-FRONTIERS 2011, ASCE, Dallas, TX, March, 2011, 3659–3668.
Mesri, G., Lo, D.O.K., Feng, T-W. (1994). “Settlement of Embankments of Soft Clays,” Proc. Specialty Conf. Settlement ’94, ASCE, Geotechnical Special Publication (GSP), 40(1), 8–56.
Morgenstern, N.R. and Price, V.E. (1965). “The analysis of the stability of general slip surfaces”, Geotechnique, 15(1), 79–93.
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Stark, T.D. and Hussain, M. (2010). "Long-Term Drained Residual Strength in Landslides," Proceedings of Specialty Conf. GeoFlorida 2010, ASCE, Orlando, FL March, 8 pp.
Stark, T.D. and Choi, H. (2008). "Slope Inclinometers for Landslides," Landslides, Journal of the International Consortium on Landslides, 5(3), September, 2008.
Suzuki, O. (1998). “The Lateral Flow of Soil Caused by Banking of Soft Clay Ground,” Soils and Foundations, 28(4), pp. 1–18.
Tavenas, F., Mieussens, C., and Bourges, F. (1979). “Lateral displacement in clay foundation under embankments,” Canadian Geotechnical Journal, 16(3), 532–550.
White, D.J. and Thompson, M.J. (2006). “Construction and Performance Monitoring of a Mechanically Stability Earth Wall Supported by Rammed Aggregate Piers,” Geopier Foundation Company, Inc., February 2006.

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Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Embankments, Dams, and Slopes (GSP 305)
Pages: 277 - 289
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8207-0

History

Published online: Mar 21, 2019

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Affiliations

Timothy D. Stark [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801-2352. E-mail: [email protected]
Richard Handy [email protected]
Emeritus Professor, Dept. of Civil and Environmental Engineering, Iowa State Univ., Ames, IA 50011. E-mail: [email protected]
Michael Lustig [email protected]
Adjunct Professor, Dept. of Civil and Environmental Engineering, Iowa State Univ., Ames, IA 50011. E-mail: [email protected]

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