Closure to “Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study”
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VIEW THE ORIGINAL ARTICLEAuthors: Kanthasamy K. Muraleetharan, Ph.D., F.ASCE https://orcid.org/0000-0002-4187-4818 [email protected], Amirata Taghavi, Ph.D., M.ASCE https://orcid.org/0000-0001-9904-1918 [email protected], Tommy D. Bounds, Ph.D., M.ASCE [email protected], Gerald A. Miller, Ph.D., M.ASCE [email protected], Bo Zhang, Ph.D., M.ASCE [email protected], Walter L. Peters, M.ASCE [email protected], and Royce W. Floyd, Ph.D., M.ASCE [email protected]Author Affiliations
Publication: Journal of Performance of Constructed Facilities
Volume 37, Issue 3
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Acknowledgments
The research reported herein was supported by the Oklahoma DOT (ODOT) and the Federal Highway Administration (FHWA) under State Planning & Research (SP&R) item No. 2228 and this support is gratefully acknowledged. The contents of this research reflect the views of the authors who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the views of the ODOT or the FHWA. This paper does not constitute a standard, specification, or regulation. While trade names may be used or displayed in this paper, it is not intended as an endorsement of any machine, contractor, process, or product.
References
Bounds, T. D. 2020. “Lateral deformation of bridge embankments supported on soft soils.” Dissertation, School of Civil Engineering and Environmental Science, Univ. of Oklahoma.
Padilla, F., and J. P. Villeneuve. 1992. “Modeling and experimental studies of frost heave including solute effects.” Cold Reg. Sci. Technol. 20 (2): 183–194.
Information & Authors
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Published In
Journal of Performance of Constructed Facilities
Volume 37 • Issue 3 • June 2023
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Dec 29, 2022
Accepted: Jan 12, 2023
Published online: Mar 2, 2023
Published in print: Jun 1, 2023
Discussion open until: Aug 2, 2023
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Authors
Affiliations
P.E.
G.E.
Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019 (corresponding author). ORCID: https://orcid.org/0000-0002-4187-4818. Email: [email protected]
P.E.
Geotechnical Engineer, Earth Mechanics, Inc., 17800 Newhope St., Suite B, Fountain Valley, CA 92708. ORCID: https://orcid.org/0000-0001-9904-1918. Email: [email protected]
P.E.
Postdoctoral Research Fellow, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. Email: [email protected]
P.E.
Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. Email: [email protected]
P.E.
Staff Geotechnical Engineer, GeoEngineers, Inc., 17425 NE Union Hill Rd., Suite 250, Redmond, WA 98052. Email: [email protected]
P.E.
Assistant Bridge Engineer—Maintenance, Oklahoma Dept. of Transportation, 200 NE 21st St., Oklahoma City, OK 73105. Email: [email protected]
Associate Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. Email: [email protected]
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