journal article·2017-07-10

Investigation of the interface bonding between concrete slab and asphalt overlay

Hongduo Zhao, Jianfeng Cao, Yi Zheng

Road Materials and Pavement Design· Volume 18· Issue sup3
Publisher page

Abstract

Interface bonding between the cement slab and asphalt overlay is a significant point affecting mechanical behaviour and service life of the pavement. Many factors may influence the interfacial adhesive capacity, including asphalt mixture type, tack coat type and dosage, surface texture on layer below, temperature and moisture conditions. The aim of this study is to determine the most influential factors at the interlayer and evaluate their significant levels. An apparatus is designed to apply the direct shear test with normal load. Specimen is prepared by drilling cores from asphalt overlay over cement concrete pavement, which is constructed in laboratory. Six parameters with three values are examined by orthogonal test. Effects of these factors on interlayer performance are validated by boxplot. The test results conclude that surface texture on cement slab has the most significant influence on interlayer shear strength, and tack coat type, moisture and temperature come next. Rough surface texture like tining helps increase layers’ bonding. Cutback asphalt is not suitable as tack coat binder compared to emulsified asphalt. In addition, low temperature and dry condition can also improve interlayer shear performance.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Geotechnical Engineering and Underground Structures

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai, People's Republic of China

CCCC Highway Consultants Co., Ltd., Beijing, People's Republic of China

Funding

National Natural Science Foundation of China

References (14)

Show source-provided references
1. Al-Qadi I. L. · 2008
2. Feng D. · Journal of Harbin Institute of Technology · 2007 · 39 · 627
3. Fordyce D. · Transport · 2003 · 156 · 73
4. Guan C. · China Journal of Highway and Transport · 1989 · 2 · 70
5. 10.3141/2127-0310.3141/2127-03 ↗
6. Leutner R. · Bitumen · 1979 · 41 · 84
7. 10.3141/1789-0610.3141/1789-06 ↗
8. Molenaar A. · Association of Asphalt Paving Technologists Proc · 1986 · 55 · 453
9. 10.1080/10298436.2011.59693510.1080/10298436.2011.596935 ↗
10. Partl M. N. · 2012
11. Romanoschi S. A. · 1999
12. Sangiorgi C. · Transport · 2003 · 156 · 211
13. West R. C. · NCAT Report, 05–08 · 2005
14. Yan K. · Journal of Hunan University (Natural Sciences) · 2009 · 36