Characterization of In Situ Modulus of Asphalt Pavement and Its Relation to Cracking Performance Using SASW Method

Author:

Wang Xue1ORCID,Huang Hai2,Shen Shihui3,Jin Guanglai4,Mao Quan5,Lu Haizhu6

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, College of Transportation Engineering, Tongji Univ., Shanghai 201804, China. ORCID: .

2. Associate Professor, Dept. of Engineering, Penn State Univ., Altoona, PA 16601.

3. Associate Professor, Penn State Altoona, Altoona, PA 16601; Adjunct Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, College of Transportation Engineering, Tongji Univ., Shanghai 201804, China (corresponding author).

4. Deputy Director, Jiangsu Sinoroad Engineering Technology Research Institute Co. Ltd., 99-196 Taizhong Rd., Nanjing, Jiangsu 211806, China.

5. Deputy Director, Jiangsu Expressway Engineering Maintenance Technology Co. Ltd., 168 Tianyuan West Rd., Jiangning District, Nanjing, Jiangsu 211100, China.

6. Deputy Principal Engineer, Jiangsu Highway Engineering Maintenance Technology Co. Ltd., 168 Tianyuan West Rd., Jiangning District, Nanjing, Jiangsu 211100, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference34 articles.

1. Stiffness of asphalt concrete surface layer from stress wave measurements;Aouad M. F.;Transp. Res. Rec.,1993

2. Ellis T. 2008. “A Comparison of nondestructive testing backcalculation techniques for rigid and flexible pavements.” Civil Engineering Undergraduate Honors Theses. Dept. of Civil Engineering Univ. of Arkansas Fayetteville.

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