Viscoelastic Model and Stress Relaxation Evaluation of Pavement Crack Sealants at Low Temperature

Author:

Li Feng1,Du Yuchuan2,Li Li3

Affiliation:

1. Professor, School of Transportation Science and Engineering, Beihang Univ., Beijing 100191, China.

2. Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201804, China.

3. Associate Professor, Dept. of Civil Engineering, Shanghai Univ., Shanghai 200444, China; Associate Professor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji Univ., Shanghai 201804, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Linear Viscoelastic Modeling for Hot-Poured Crack Sealants at Low Temperature

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

4. Modification of bending beam rheometer specimen for low-temperature evaluation of bituminous crack sealants;Al-Qadi I. L.;Transp. Res. Rec.,2005

5. Development of crack sealant bending beam rheometer (CSBBR) testing to characterize hot-poured bituminous crack sealant at low temperature;Al-Qadi I. L.;J. Assoc. Asphalt Paving Technol.,2007

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