Influence of Lateral Movements of Approach Embankments on Bridges: A Case Study

Author:

Muraleetharan Kanthasamy K.1ORCID,Taghavi Amirata2,Bounds Tommy D.3,Miller Gerald A.4ORCID,Zhang Bo5,Peters Walter L.6,Floyd Royce W.7ORCID

Affiliation:

1. Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019 (corresponding author). ORCID: .

2. Geotechnical Engineer, Earth Mechanics, Inc., 17800 Newhope St., Suite B, Fountain Valley, CA 92708.

3. Postdoctoral Research Fellow, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019.

4. Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. ORCID: .

5. Staff Geotechnical Engineer, GeoEngineers, Inc., 17425 NE Union Hill Rd. Suite 250, Redmond, WA 98052.

6. Assistant Bridge Engineer—Maintenance, Oklahoma Dept. of Transportation, 200 NE 21st St., Oklahoma City, OK 73105.

7. Associate Professor, School of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. AASHTO. 2020. LRFD specifications for highway bridges. 9th ed. Washington, DC: AASHTO.

2. Aktan, A. E., F. N. Catbas, K. A. Grimmelsman, and M. Pervizpour. 2002. Development of a model health monitoring guide for major bridges. Washington, DC: Federal Highway Administration.

3. Bounds T. D. 2020. “Lateral deformation of bridge embankments supported on soft soils.” Ph.D. dissertation School of Civil Engineering and Environmental Science Univ. of Oklahoma.

4. Burke, M. 2009. Integral and semi-integral bridges. New York: Wiley.

5. Chase S. B. 2003. “Long term bridge monitoring to support bridge technology innovations.” In Proc. 19th US-Japan Bridge Engineering Workshop. Washington DC: Federal Highway Administration.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Excessive Approach Pavement Pressure against Conventional Bridges;Journal of Performance of Constructed Facilities;2024-02

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