Closure to “Improved Simplified Method for Prediction of Loads in Reinforced Soil Walls” by Tony M. Allen and Richard J. Bathurst
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Volume 142, Issue 9
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References
AASHTO. (2014). “LRFD bridge design specifications.” Washington, DC.
Allen, T. M., and Bathurst, R. J. (2014). “Design and performance of a 6.3 m high block-faced geogrid wall designed using the K-stiffness method.” J. Geotech. Geoenviron. Eng., 04013016.
Allen, T. M., Christopher, B. R., Elias, V., and DiMaggio, J. D. (2001). “Development of the simplified method for internal stability design of mechanically stabilized earth (MSE) walls.”, Washington State Dept. of Transportation, Olympia, WA, 96.
Allen, T. M., Christopher, B. R., and Holtz, R. D. (1992). “Performance of a 12.6 m high geotextile wall in Seattle, Washington.” Geosynthetic reinforced soil retaining walls, J. T. H. Wu, ed., Balkema, Rotterdam, Netherlands, 81–100.
Bathurst, R. J., Nernheim, A., and Allen, T. M. (2008). “Comparison of measured and predicted loads using the coherent gravity method for steel soil walls.” Ground Improv., 161(3), 113–120.
Bathurst, R. J., Nernheim, A., and Allen, T. M. (2011). “Closure to ‘Predicted loads in steel reinforced soil walls using the AASHTO Simplified Method’ by Richard J. Bathurst, Axel Nernheim, and Tony M. Allen.’” J. Geotech. Geoenviron. Eng., 1307–1310.
Berg, R. R., Christopher, B. R., and Samtani, N. C. (2009). “Design of mechanically stabilized earth walls and reinforced soil slopes.” FHWA-NHI-10-024, Federal Highway Administration, Washington, DC.
WSDOT (Washington State Department of Transportation). (2015). “Geotechnical deign manual M46-03.” Olympia, WA.
Information & Authors
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 9 • September 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Mar 7, 2016
Accepted: Mar 30, 2016
Published online: Jun 8, 2016
Published in print: Sep 1, 2016
Discussion open until: Nov 8, 2016
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