Evaluation of Bridge Approach Slab and Dynamic Load Allowance Using Sub-mm 3D Laser Imaging Technology-Reference-Cited by-同舟云学术

Evaluation of Bridge Approach Slab and Dynamic Load Allowance Using Sub-mm 3D Laser Imaging Technology

Published:2023-07 Issue:7 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Guolong¹^ORCID,Wang Kelvin C.P.²,Yang Guangwei³^ORCID,Li Joshua Qiang⁴^ORCID,Peters Walt⁵

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078. ORCID: .

2. Regents Professor, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078.

3. Senior Research Engineer, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078 (corresponding author). ORCID: .

4. Associate Professor, Dept. of Civil and Environmental Engineering, Oklahoma State Univ., 207 Engineering South, Stillwater, OK 74078. ORCID: .

5. Assistant Bridge Engineer, Oklahoma Dept. of Transportation, Oklahoma City, OK 73105.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6155

Reference34 articles.

1. AASHTO. 2017. Standard practice for evaluating faulting of concrete pavements. AASHTO R36-17. Washington, DC: AASHTO.

2. AASHTO. 2018. The manual for bridge evaluation. Washington, DC: AASHTO.

3. Abu-Farsakh, M. Y., and Q. Chen. 2014. Field demonstration of new bridge approach slab designs and performance. FHWA/LA. 13/520. Baton Rouge, LA: Louisiana Transportation Research Center.

4. ASTM. 2021. Standard practice for computing international roughness index of roads from longitudinal profile measurements. ASTM E1926-08. West Conshohocken, PA: ASTM.

5. Bridge foundation move;Bozozuk M.;Transp. Res. Rec.,1978

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