Effects of Periodically Changing Temperatures on the Bond Interface between Crack Sealant and Repaired Pavement-Reference-Cited by-同舟云学术

Effects of Periodically Changing Temperatures on the Bond Interface between Crack Sealant and Repaired Pavement

Author:

Wang Shaoquan¹,Li Yingsong¹,Wei Ziyao²,Gao Ying³^ORCID,Jia Yanshun⁴^ORCID,Liu Manyu⁵,Zhang Zugang⁶,Ou Zhangwen⁷

Affiliation:

1. Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 211189, China.

2. Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78713.

3. Professor, School of Transportation, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

4. Lecturer, School of Traffic and Transportation, Shijiazhuang Tiedao Univ., Shijiazhuang 050043, China. ORCID: .

5. Master’s Student, School of Transportation, Southeast Univ., Nanjing 211189, China.

6. Senior Research Engineer, Nanjing Baodi Meishan Industrial City Development Co., Ltd., Meishan St., Mining Branch, Nanjing 210041, China.

7. Senior Research Engineer, Nanjing Baodi Meishan Industrial City Development Co., Ltd., Mining Branch, Meishan St., Nanjing 210041, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

Reference27 articles.

2. Development of a crack sealant adhesion test (csadt) specification for hot-poured bituminous sealants;Al-Qadi I. L.;J. Test. Eval.,2011

3. Development of a viscosity specification for hot-poured bituminous sealants;Al-Qadi I. L.;J. Test. Eval.,2007

5. Dynamic response analysis of asphalt pavement under three-directional nonuniform moving load;Dong Z.;China Civ. Eng. J.,2013