Influences of Pavement Material and Structure on the High-Temperature Stability of Double-Layer Pavements

Author:

Jiang Yingjun1,Lin Hongwei2,Xue Jinshun3,Han Zhanchuang4,Chen Zhejiang5

Affiliation:

1. Professor, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China.

2. Master Student, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China.

3. Lecturer, School of Civil Engineering and Architecture, Hubei Univ. of Arts and Science, No. 296 Longzhong Rd., Xiangyang 441053, China; Ph.D. Candidate, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China.

4. Master Student, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China (corresponding author).

5. Professor of Engineering, Rural Highway Management Section, Jinhua Highway Administration Bureau, No. 289 Dan Xi Rd., Jinhua, Zhejiang 321000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference39 articles.

1. Method for Predicting the Laboratory Compaction Behavior of Asphalt Mixtures

2. Beckedahl H. J. P. Sivapatham and L. Neutag. 2008. “Impacts of the compaction degree of asphalt mixes on the asphalt pavement performance—Temperature dependent resilient modules rutting and fatigue.” In Proc. of the 4th Eurasphalt and Eurobitume Congress Held May 2008. Copenhagen Denmark: European Asphalt Pavement Association.

3. Electric-double-layer potential distribution in multiple-layer immiscible electrolytes: Effect of finite ion sizes

4. Size effect in asphalt mixture at low temperature: Types I and II

5. Experimental investigation and modeling of viscoelastic behavior of concrete

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