Laboratory Investigation of Critical Factors Affecting Geogrid Reinforcement on Aggregate Base Using Loaded Wheel Tester

Author:

Han Bingye1,Polaczyk Pawel2,Ma Yuetan2,Zhang Miaomiao2,Lu Xiaoqi3,Wei Fulu4,Huang Baoshan5ORCID

Affiliation:

1. Research Scientist, Key Laboratory of Transport Industry of Road Structure and Material, Research Institute of Highway Ministry of Transport, Beijing 10088, China; Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996.

3. Undergraduate Research Assistant, Dept. of Mechanical Engineering, Univ. of Tennessee, Knoxville, TN 37996.

4. Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201804, China.

5. Edwin G. Burdette Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference40 articles.

1. Pullout Interaction Mechanism of Geogrid Strip Reinforcement

2. In situ measurements of secondary road flexible pavement response to vehicular loading;Al-Qadi I. L.;Transp. Res. Rec.,1999

3. Al-Qadi I. L. E. Tutumluer J. Kwon and S. H. Dessouky. 2007. “Accelerated full-scale testing of geogrid-reinforced flexible pavements.” In Proc. Transportation Research Board 86th Annual Meeting. Washington DC: Transportation Research Board.

4. Assessment of falling weight deflectometer data for stabilized flexible pavements;Appea A. K.;Transp. Res. Rec.,2000

5. Aggregate base reinforcement of surfaced pavements

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