Performance Evaluation of Bridge Approach Slabs and Joints through Sub-mm 3D Laser Imaging System-Reference-Cited by-同舟云学术

Performance Evaluation of Bridge Approach Slabs and Joints through Sub-mm 3D Laser Imaging System

Published:2024-06-13 Issue: Volume: Page:742-754
ISSN:
Container-title:International Conference on Transportation and Development 2024
language:
Short-container-title:

Author:

Wang Guolong¹²³⁴,Wang Kelvin C. P.¹²³⁴,Yang Guangwei¹²³⁴,Qiang Joshua¹²³⁴

Affiliation:

1. Research Associate, Western Transportation Institute, Montana State Univ., Bozeman, MT.

2. Professor and Director, Western Transportation Institute, Montana State Univ., Bozeman, MT.

3. Research Associate, Virginia Tech Transportation Institute, Blacksburg, VA.

4. Associate Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485514.065

Reference9 articles.

1. ASTM. ASTM E1926-08. (2021). Standard practice for computing international roughness index of roads from longitudinal profile measurements. West Conshohocken PA. DOI: 10.1520/E1926-08R15.

2. Lu, Q., Li, M., Gunaratne, M., Xin, C., Hoque, M., and Rajalingola, M. (2018). Best practices for construction and repair of bridge approaches and departures. University of South Florida, Tampa, FL.

3. Compaction Grouting Test Program for Liquefaction Control;Miller E. A.;Journal of Geotechnical and Geoenvironmental Engineering,2004

4. Olmedo, C., Henderson, B., Cimini, G., and Springer, J. (2015). “Bump determination at bridge approach transitions using inertial profilers.” In Proc., Conf. of the Transportation Association of Canada.

5. Bridge Approach Settlements: Lessons Learned from Present Case Studies and Ground Improvement Solutions