Closure to “Excessive Approach Pavement Pressure against Conventional Bridges”
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VIEW THE ORIGINAL ARTICLEAuthors: Tommy D. Bounds, Ph.D., P.E., M.ASCE https://orcid.org/0000-0003-0044-1941 [email protected], Kanthasamy K. Muraleetharan, Ph.D., P.E., G.E., F.ASCE [email protected], Gerald Miller, Ph.D., P.E., M.ASCE [email protected], Bo Zhang, Ph.D., P.E., M.ASCE [email protected], Amirata Taghavi, Ph.D., P.E., M.ASCE [email protected], Zachary Bright, P.E. [email protected], Walter L. Peters, P.E., M.ASCE [email protected], Royce W. Floyd, Ph.D., P.E., S.E., M.ASCE https://orcid.org/0000-0002-9472-723X [email protected], and Jeff Volz, Ph.D., P.E., S.E., M.ASCE https://orcid.org/0000-0002-1718-5115 [email protected]Author Affiliations
Publication: Journal of Performance of Constructed Facilities
Volume 38, Issue 6
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Acknowledgments
The research reported herein was supported by the Oklahoma Department of Transportation (ODOT) and the Federal Highway Administration (FHWA) under State Planning and Research (SP&R) Item No. 2228 and this support is gratefully acknowledged. The contents of this research reflect the views of the writers, 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
Burgueño, R., and Z. Li. 2008. Identification of causes and development of strategies for relieving structural distress in bridge abutments. East Lansing, MI: Michigan DOT, Construction and Technology Division.
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© 2024 American Society of Civil Engineers.
History
Received: Jun 7, 2024
Accepted: Jun 14, 2024
Published online: Aug 28, 2024
Published in print: Dec 1, 2024
Discussion open until: Jan 28, 2025
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Assistant Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019 (corresponding author). ORCID: https://orcid.org/0000-0003-0044-1941. Email: [email protected]
Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. Email: [email protected]
Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. Email: [email protected]
Staff Geotechnical Engineer, GeoEngineers, Inc., 17425 NE Union Hill Rd., Suite 250, Redmond, WA 98052. Email: [email protected]
Geotechnical Engineer, Earth Mechanics, Inc., 17800 Newhope St., Suite B, Fountain Valley, CA 92708. Email: [email protected]
Civil Engineer, Tinker Air Force Base, 7535 5th St., Bldg 400, Oklahoma City, OK 73145. Email: [email protected]
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. ORCID: https://orcid.org/0000-0002-9472-723X. Email: [email protected]
Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. ORCID: https://orcid.org/0000-0002-1718-5115. Email: [email protected]
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