Technical Papers
Jan 10, 2018

Shear Strength between Poroelastic Road Surface and Sublayer with Different Bonding Agents

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 3

Abstract

Insufficient bonding strength between a poroelastic road surface (PERS) and a sublayer usually induces premature delamination failure. The objective of this paper was to investigate the shear bonding strength of the PERS-sublayer interface with different bonding agents and develop polyurethane-bound grain (PUG) as an alternative bonding agent. The inclined shear test was utilized to measure shear bonding strengths of control (without bonding agents) and interface-treated samples. The effects of polyurethane content within PERS, sublayer type, temperature, and freeze-thaw conditions on PERS-sublayer shear bonding strengths were investigated for control samples. Shear bonding strengths between the PERS and sublayer with a PUG layer were compared to those with epoxy asphalt and polyurethane for interface-treated samples. It was found that shear bonding strengths between PERS and asphalt-bound sublayers substantially decreased, with the increase of temperature or after one freeze-thaw cycle. Shear bonding strengths between PERS and asphalt-bound sublayers were smaller than the ones between PERS and cement-bound sublayers, regardless of polyurethane content, temperature, or freeze-thaw condition. The PUG layer enhanced PERS-sublayer interface bonding and achieved comparative bonding strength to epoxy asphalt, which was greater than the bonding strength brought by pure polyurethane. A PUG layer with 7% polyurethane produced more than 1.5-MPa shear bonding strength at 60°C for the grain size considered in this study.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The project was sponsored by the Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry.

References

Bhasin, A., and Little, D. N. (2007). “Characterization of aggregate surface energy using the universal sorption device.” J. Mater. Civ. Eng., 634–641.
Biligiri, K. P., Kalman, B., and Samuelsson, A. (2013). “Understanding the fundamental material properties of low-noise poroelastic road surfaces.” Int. J. Pavement Eng., 14(1), 12–23.
Collop, A. C., Sutanto, M. H., Airey, G. D., and Elliott, R. C. (2011). “Development of an automatic torque test to measure the shear bond strength between asphalt.” Constr. Build. Mater., 25(2), 623–629.
Ejsmont, J. A., Goubert, L., Ronowski, G., and Swieczko-Zurek, B. (2016). “Ultra low noise poroelastic road surfaces.” Coatings, 6(2), 18.
Gardziejczyk, W. (2016). “The effect of time on acoustic durability of low noise pavements—The case studies in Poland.” Transp. Res. Part D: Transp. Environ., 44, 93–104.
Goubert, L., and Sandberg, U. (2016). “Construction and performance of poroelastic road surfaces offering 10 dB of noise reduction.”, BRRC and VTI, Sterrebeek, Belgium.
Ho, C. C., and Khew, M. C. (2000). “Surface free energy analysis of natural and modified natural rubber latex films by contact angle method.” Langmuir, 16(3), 1407–1414.
Hou, S. G., Xu, T., and Huang, K. (2017). “Aggregate gradation influence on grouting results and mix design of asphalt mixture skeleton for semi-flexible pavement.” J. Test. Eval., 45(2), 591–600.
Krivanek, V., Pavkova, A., Togel, M., Jedlicka, J., and Cholava, R. (2016). “Cleaning low-noise surfaces as a basic condition for improving pavement’s acoustic absorption capability.” Arab. J. Sci. Eng., 41(2), 425–431.
Meiarashi, S. (2006). “Latest developments in Japan regarding improved porous elastic road surface.” Proc., Inter-Noise, INCE, Reston, VA.
Ozer, H., Al-Qadi, I. L., Wang, H., and Leng, Z. (2012). “Characterisation of interface bonding between hot-mix asphalt overlay and concrete pavements: Modelling and in-situ response to accelerated loading.” Int. J. Pavement Eng., 13(2), 181–196.
Raposeiras, A. C., Castro-Fresno, D., Vega-Zamanillo, A., and Rodriguez-Hernandez, J. (2013). “Test methods and influential factors for analysis of bonding between bituminous pavement layers.” Constr. Build. Mater., 43, 372–381.
Romanoschi, S. A., and Metcalf, J. B. (2002). “The characterization of pavement layer interfaces.” 9th Int. Conf. on Asphalt Pavements, International Society for Asphalt Pavements, Copenhagen, Denmark.
Sandberg, U., and Ejsmont, J. A. (2002). Tire/road noise reference book, Informex, Kisa, Sweden.
Sandberg, U., Goubert, L., Biligiri, K. P., and Kalman, B. (2010). “State-of-the-art regarding poroelastic road surfaces.”, VTI and BRRC, Linköping, Sweden.
Sandberg, U., and Kalman, B. (2005). The poroelastic road surface—Results of an experiment in Stockholm, VTI, Linköping, Sweden.
Sandberg, U., Kalman, B., and Nilsson, R. (2005). Design guidelines for construction and maintenance of poroelastic road surfaces, VTI, Linköping, Sweden.
Song, W. M., Shu, X., Huang, B. S., and Woods, M. (2015). “Factors affecting shear strength between open-graded friction course and underlying layer.” Constr. Build. Mater., 101Dec, 527–535.
Ulrich H., and Kroschowitz, J. I., ed. (1987). Encyclopedia of polymer science and engineering, Wiley, New York, 448.
Wang, H., and Al-Qadi, I. L. (2011). “Evaluation of surface-related pavement damage due to tire braking.” Road Mater. Pavement Des., 11(1), 101–121.
Wang, H., Ding, Y. M., Liao, G. Y., and Ai, C. F. (2016). “Modeling and optimization of acoustic absorption for porous asphalt concrete.” J. Eng. Mech., 04016002.
Xiao, Y., Wang, Y. F., Wu, S. P., and Yi, M. W. (2015). “Assessment of bonding behaviours between ultrathin surface layer and asphalt mixture layer using modified pull test.” J. Adhes. Sci. Technol., 29(14), 1508–1521.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 3March 2018

History

Received: Jun 5, 2017
Accepted: Sep 25, 2017
Published online: Jan 10, 2018
Published in print: Mar 1, 2018
Discussion open until: Jun 10, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Gongyun Liao [email protected]
Associate Professor, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, People’s Republic of China (corresponding author). E-mail: [email protected]
Hao Wang, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, New Brunswick, NJ 08854. E-mail: [email protected]
Hongzhou Zhu [email protected]
Professor, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, People’s Republic of China. E-mail: [email protected]
Peixiang Sun [email protected]
Graduate Research Assistant, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, People’s Republic of China. E-mail: [email protected]
Huaqing Chen [email protected]
Graduate Research Assistant, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, People’s Republic of China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share