Back-to-Back MSE Walls–A Comprehensive Understanding

Author:

Anderson Peter L.1234,Gladstone Robert A.1234,Brabant Keith1234,Sankey John1234

Affiliation:

1. The Reinforced Earth Company, 133 Park St., North Reading, MA 01864.

2. Association for Mechanically Stabilized Earth, P.O. Box 9133, Reston, VA 20195.

3. The Reinforced Earth Company, 12001 Sunrise Valley Dr., Reston, VA 20191.

4. Terre Armee Internationale, 12001 Sunrise Valley Dr., Reston, VA 20191.

Publisher

American Society of Civil Engineers

Reference17 articles.

1. AASHTO (2014). LRFD Bridge Design Specifications 7th Edition American Association of State Highway and Transportation Officials Washington DC.

2. Anderson P.L. Bastick M.J. (1983). "Finite Element Study of Reinforced Earth Structures " Terre Armee Internationale (TAI) Reports R31 and R32 December 1983 unpublished.

3. Anderson P.L. Gladstone R.A. Sankey J.E. (2012). "State of the Practice of MSE Wall Design for Highway Structures" State of the Art and Practice in Geotechnical Engineering 2012 Geo-Congress Oakland CA.

4. Anderson P.L. Gladstone R.A. Withiam J.L. (2010). "Coherent Gravity: The Correct Design Method for Steel-Reinforced MSE Walls " Proceedings of ER2010 Earth Retention Conference 3 ASCE Bellevue WA.

5. Experimental Reinforced Earth Structure of Bourron Marlotte: Slender Wall and Abutment Test;Bastick M.;Reinforcement Des Sols: Experimentations en Vraie Grandeur des Annees 80, Paris,1993

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