Discussions and Closures
Oct 14, 2016

Closure to “Numerical Investigation of Geosynthetic-Reinforced Soil Bridge Abutments under Static Loading” by Yewei Zheng and Patrick J. Fox

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 4

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Acknowledgments

Financial support for this investigation was provided by the California Department of Transportation (Caltrans) and is gratefully acknowledged.

References

Abu-Hejleh, N., Outcalt, W., Wang, T., and Zornberg, J. G. (2000). “Performance of geosynthetic-reinforced walls supporting the Founders/Meadows bridge and approaching roadway structures. Report 1: Design, materials, construction, instrumentation and preliminary results.”, Colorado Dept. of Transportation, Denver.
Berg, R. R., Christopher, B. R., and Samtani, N. (2009). “Design of mechanically stabilized earth walls and reinforced soil slopes—Volume I.”, U.S. Dept. of Transportation, Washington, DC.
Duncan, J. M., Byrne, P., Wong, K. S., and Mabry, P. (1980). “Strength, stress-strain and bulk modulus parameters for finite element analysis of stresses and movements in soil masses.”, Univ. of California, Berkeley, CA.
Fakharian, K., and Attar, I. H. (2007). “Static and seismic numerical modeling of geosynthetic-reinforced soil segmental bridge abutments.” Geosynth. Int., 14(4), 228–243.
FLAC version 7.0 [Computer software]. Itasca Consulting Group, Minneapolis.
Helwany, S. M. B., Wu, J. T. H., and Froessl, B. (2003). “GRS bridge abutments—An effective means to alleviate bridge approach settlement.” Geotext. Geomembr., 21(3), 177–196.
Helwany, S. M. B., Wu, J. T. H., and Kitsabunnarat, A. (2007). “Simulating the behavior of GRS bridge abutments.” J. Geotech. Geoenviron. Eng., 1229–1240.
Wu, J. T. H., Lee, K. Z. Z., Helwany, S. B., and Ketchart, K. (2006a). “Design and construction guidelines for geosynthetic-reinforced soil bridge abutments with a flexible facing.”, Transportation Research Board, Washington, DC.
Wu, J. T. H., Lee, K. Z. Z., and Pham, T. (2006b). “Allowable bearing pressures of bridge sills on GRS abutments with flexible facing.” J. Geotech. Geoenviron. Eng., 830–841.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 4April 2017

History

Received: Jul 6, 2016
Accepted: Jul 25, 2016
Published online: Oct 14, 2016
Discussion open until: Mar 14, 2017
Published in print: Apr 1, 2017

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Authors

Affiliations

Ph.D. Candidate, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author). ORCID: https://orcid.org/0000-0001-9038-4113. E-mail: [email protected]
Patrick J. Fox, F.ASCE [email protected]
Shaw Professor and Head, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802. E-mail: [email protected]

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