Pavement Rut Depth Prediction for a Three-Span Suspension Steel Box Girder Bridge Based on Two-Year Temperature Monitoring Data

Author:

Lei Xiao1,Jiang Hanwan2ORCID,Wang Jie3,Zhang Dengjing4,Jiang Ruinian5

Affiliation:

1. Assistant Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing, Jiangsu 210098, China.

2. Assistant Professor, Dept. of Civil Engineering, College of Engineering, Mathematics and Science, Univ. of Wisconsin Platteville, 1 University Plaza, Platteville, WI 53818 (corresponding author). ORCID: .

3. Senior Engineer, Nanjing Major Road and Bridge Construction Commanding Dept., 35 Taiping Bei Rd., Nanjing 210046, China.

4. Chief Senior Engineer, Nanjing Major Road and Bridge Construction Commanding Dept., 35 Taiping Bei Rd., Nanjing 210046, China.

5. Professor, Dept. of Engineering and Technology, College of Engineering, New Mexico State Univ., University Ave., Las Cruces, NM 88001.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference18 articles.

1. Ameri-Gaznon M. 1989. “Permanent deformation potential in asphalt concrete overlays over portland cement concrete pavements.” Ph.D. thesis Texas Transportation Institute Texas A&M Univ.

2. Fatigue Loading and Temperature Distribution in Single Cell Segmental Box Bridges

3. Influence of Production Temperature and Aggregate Moisture Content on the Initial Performance of Warm-Mix Asphalt

4. Study on predication model of rutting of asphalt pavement based on dynamic stability;Ding L.-Y.;J. Highway Transp. Res. Dev.,2016

5. Simplified analytical approach to predicting asphalt pavement temperature;Dong W.;J. Mater. Civ. Eng.,2015

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