Technical Papers
Sep 20, 2022

Evaluations of Asphalt-Based Sealant Used in Concrete Caulking: Rheology, Adhesion Properties, and Microstructures

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 12

Abstract

A concrete expansion joint can be damaged due to certain conditions. The performances in terms of temperature sensitivity and adhesion of used sealant materials in concrete caulking have strong relations to the joint service life. In this work, a composite-modified asphalt-based sealant (AS-M) with added styrene-butadiene-styrene (SBS), crumb rubber (CR), and tackifier resin (TR) modifiers was prepared, and its microstructure, high-temperature viscoelasticity, low-temperature crack resistance, and adhesion properties were evaluated, with two commercial finished sealants (AS-A and AS-B) as a reference. Specifically, Fourier transform infrared spectroscopy (FTIR) was used to analyze the chemical compositions of asphalt sealants, and the results showed that the physical blending and chemical reactions coexisted in the self-prepared sealant. A good compatibility and continuous structure for each sealant could be observed by fluorescence microscopy (FM). A dynamic shear rheometer (DSR) experiment was conducted to characterize the viscoelastic properties at high temperatures. The self-prepared sealant obtained the highest complex modulus, phase angle, and deformation resistance ability; the composite modifiers showed an outstanding modified effect. The glass transition temperature (Tg) was measured by dynamic mechanical analysis (DMA) testing. The Tg value of the self-prepared sealant was similar to that of the commercial sealant with SBS modifiers, whereas the stress relaxation modulus at a low temperature of the self-prepared sealant was the lowest, indicating that the combination of the modifiers made it obtain a better stress relaxation ability at low temperatures. The self-prepared sealant possessed the best interface adhesive capacity between sealant and aggregate based on surface free energy theory. The experimental results showed that the asphalt sealant modified by SBS/CR/TR has excellent performances in various properties and can be used for concrete caulking.

Get full access to this article

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

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This work is supported by National Natural Science Foundation of China (Nos. 52038001 and 51908055) and Scientific Research Project of Guangxi Communications Investment Group Corporation (No. 2020-009). The authors also thank the reviewers for their valuable comments and suggestions concerning our manuscript.

References

Al-Qadi, I., A. Loulizi, S. Aref, J. F. Masson, and K. McGhee. 2005. “Modification of bending beam rheometer specimen for low-temperature evaluation of bituminous crack sealants.” Transp. Res. Rec.: J. Transp. Res. Board. 1933: (1): 96–106.
Al-Qadi, I. L., S. Dessouky, and S. H. Yang. 2010. “Linear viscoelastic modeling for hot-poured crack sealants at low temperature.” J. Mater. Civ. Eng. 22 (10): 996–1004. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000101.
Al-Qadi, I. L., and E. H. Fini. 2011. “Development of a crack sealant adhesion test (CSADT) specification for hot-poured bituminous sealants.” J. Test. Eval. 39 (2): 184–190.
Al-Qadi, I. L., S.-H. Yang, S. Dessouky, and J.-F. Masson. 2007. “Low-temperature characterization of hot-poured crack sealant by crack sealant direct tensile tester.” Transp. Res. Rec. 1991 (1): 109–118. https://doi.org/10.3141/1991-13.
ASTM. 2015. Standard test methods for sealants and fillers, hot-applied, for joints and cracks in asphaltic and portland cement concrete pavements. ASTM D5329. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard specification for crack filler, hot-applied, for asphalt concrete and portland cement concrete pavements. ASTM D5078. West Conshohocken, PA: ASTM.
Cao, L., C. Yang, Z. Dong, and L. Nonde. 2019. “Evaluation of crack sealant adhesion properties under complex service ambient conditions based on the weak boundary layer (WBL) theory.” Constr. Build. Mater. 200 (Mar): 293–300. https://doi.org/10.1016/j.conbuildmat.2018.12.159.
Diyaljee, V. 2020. “Discussion of ‘comparison of field performance of crack treatment methods in asphalt pavement of Texas’ by Mithil Mazumder, Hyun Hwan Kim, and Soon-Jae Lee.” J. Transp. Eng. Part B Pavements 146 (2): 07020001. https://doi.org/10.1061/JPEODX.0000165.
Dong, F., X. Yu, S. Liu, and J. Wei. 2016. “Rheological behaviors and microstructure of SBS/CR composite modified hard asphalt.” Constr. Build. Mater. 115 (Jul): 285–293. https://doi.org/10.1016/j.conbuildmat.2016.04.057.
Duan, S., Y. Muhammad, J. Li, S. Maria, F. Meng, Y. Wei, Z. Su, and H. Yang. 2019. “Enhancing effect of microalgae biodiesel incorporation on the performance of crumb Rubber/SBS modified asphalt.” J. Cleaner Prod. 237 (Nov): 117725.
Fried, A., H. Malladi, and C. Castorena. 2019. “Impact of crack sealant on pavement skid resistance.” Transp. Res. Rec. 2673 (7): 362–370. https://doi.org/10.1177/0361198119849590.
Guo, H., Z. Wang, Q. Liang, and G. Li. 2022. “Improvement of stability and mechanical properties of cement asphalt emulsion composites using nano fibrillated celluloses.” Cem. Concr. Compos. 125 (Jan): 104330.
Guo, M., Y. Tan, X. Du, and Z. Lv. 2017. “Study on the cohesion and adhesion of hot-poured crack sealants.” Front. Struct. Civ. Eng. 11 (3): 353–359.
Hu, X., F. Zhou, S. Hu, and T. Scullion. 2011. “A new laboratory evaluation method for the adhesive performance of crack sealants.” J. Test. Eval. 39 (2): 177–183.
Li, F., Y. Du, and L. Li. 2017. “Viscoelastic model and stress relaxation evaluation of pavement crack sealants at low temperature.” J. Mater. Civ. Eng. 29 (9): 04017135. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001982.
Li, F., S. C. Huang, J. Xu, and Y. C. Qin. 2009. “Performance evaluation and technical requirement of sealant and filler in asphalt pavement.” J. Traffic Transp. Eng. 9 (2): 7–11.
Li, F., S.-C. Huang, and X.-P. Shi. 2012. “Low-temperature viscoelastic model for hot-poured sealant of asphalt pavement.” J. Zhengzhou Univ. Eng. Sci. 33 (6): 54–58.
Lima, J., and J. Brito. 2009. “Inspection survey of 150 expansion joints in road bridges.” Eng. Struct. 31 (5): 1077–1084. https://doi.org/10.1016/j.engstruct.2009.01.011.
Liu, S., L. Mo, K. Wang, Y. Xie, and M. F. Woldekidan. 2016. “Preparation, microstructure and rheological properties of asphalt sealants for bridge expansion joints.” Constr. Build. Mater. 105 (Feb): 1–13. https://doi.org/10.1016/j.conbuildmat.2015.12.017.
Lu, L., D. Zhao, J. Fan, and G. Li. 2021. “A brief review of sealants for cement concrete pavement joints and cracks.” Road Mater. Pavement Des. 1–25. https://doi.org/10.1080/14680629.2021.1898452.
Masson, J.-F., P. Collins, and P.-P. Légaré. 1999. “Performance of pavement crack sealants in cold urban conditions.” Can. J. Civ. Eng. 26 (4): 395–401. https://doi.org/10.1139/l99-003.
Mo, L., Y. Xie, Y. Dai, and S. Wu. 2013. “Review on asphalt plug joints: Performance, materials, testing and installation.” Constr. Build. Mater. 45 (Aug): 106–114. https://doi.org/10.1016/j.conbuildmat.2013.03.089.
Mousa, M., M. A. Elseifi, M. Bashar, Z. Zhang, and K. Gaspard. 2018. “Field evaluation and cost effectiveness of crack sealing in flexible and composite pavements.” Transp. Res. Rec. 2672 (12): 51–61. https://doi.org/10.1177/0361198118767417.
Odum-Ewuakye, B., and N. Attoh-Okine. 2006. “Sealing system selection for jointed concrete pavements—A review.” Constr. Build. Mater. 20 (8): 591–602. https://doi.org/10.1016/j.conbuildmat.2005.01.042.
Ozer, H., S. S. Yousefi, I. L. Al-Qadi, and G. Elizalde-Castro. 2015. “Field aging and development of aging model for hot-poured crack sealants.” Transp. Res. Rec. 2481 (1): 90–99. https://doi.org/10.3141/2481-12.
Partl, M., and S. Hean. 2011. “Experience with testing and performance evaluation of bituminous plug expansion joints on concrete road bridges.” Int. J. Roads Airports 1 (1): 1–7.
Qian, C., and W. Fan. 2020. “Evaluation and characterization of properties of crumb rubber/SBS modified asphalt.” Mater. Chem. Phys. 253 (Oct): 123319. https://doi.org/10.1016/j.matchemphys.2020.123319.
Rogers, A. D., P. Lee-Sullivan, and T. Bremner. 1998. “A method of fatigue testing of concrete highway joint sealants in shear.” J. Test. Eval. 26 (3): 234–239.
Sawalha, M., H. Ozer, I. L. Al-Qadi, and H. Xue. 2017. “Development of a modified adhesion test for hot-poured asphalt crack sealants.” Transp. Res. Rec. J. Transp. Res. Board. 2612 (1): 85–95. https://doi.org/10.3141/2612-10.
Soliman, H., and A. Shalaby. 2009. “Characterizing the low-temperature performance of hot-pour bituminous sealants using glass transition temperature and dynamic stiffness modulus.” J. Mater. Civ. Eng. 21 (11): 688–693. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:11(688).
Soliman, H., A. Shalaby, and L. Kavanagh. 2008. “Performance evaluation of joint and crack sealants in cold climates using DSR and BBR tests.” J. Mater. Civ. Eng. 20 (7): 470–477. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:7(470).
Tan, Y. Q., M. Guo, L. P. Cao, and L. Zhang. 2013. “Performance optimization of composite modified asphalt sealant based on rheological behavior.” Constr. Build. Mater. 47 (Oct): 799–805. https://doi.org/10.1016/j.conbuildmat.2013.05.015.
Tanzadeh, R., and G. Shafabakhsh. 2020. “Relationship between the surface free energy and stiffness modulus of bitumen modified with micro-nano-carbon black from end-of-life tires.” Int. J. Adhes. Adhes. 100 (Jul): 102606.
Wang, W. T., M. Jia, W. Jiang, B. W. Lou, W. X. Jiao, D. D. Yuan, X. Z. Li, and Z. Z. Liu. 2020. “High temperature property and modification mechanism of asphalt containing waste engine oil bottom.” Constr. Build. Mater. 261 (Nov): 119977.
Wilde, W. J., and E. N. Johnson. 2009. “Effect of crack sealant material and reservoir geometry on surface roughness of bituminous overlays.” Transp. Res. Rec. 2108 (1): 69–74. https://doi.org/10.3141/2108-08.
Wu, S., Q. Liu, J. Yang, R. Yang, and J. Zhu. 2020. “Study of adhesion between crack sealant and pavement combining surface free energy measurement with molecular dynamics simulation.” Constr. Build. Mater. 240 (Apr): 117900. https://doi.org/10.1016/j.conbuildmat.2019.117900.
Xu, J. H., T. Xia, B. Yin, and M. B. Yang. 2020. “Effect of MDI on the structure and properties of SBS modified bitumen.” Constr. Build. Mater. 250 (Jul): 8.
Xue, H., L. Cao, X. Hou, and Y. Tan. 2018. “Cohesive property evaluation of crack sealants using a low-temperature tensile tester.” J. Test. Eval. 46 (5): 20160319. https://doi.org/10.1520/JTE20160319.
Yildirim, Y. 2015. “Field performance comparison of asphalt crack-filling materials: Hot pour versus cold pour.” Can. J. Civ. Eng. 34 (4): 505–512. https://doi.org/10.1139/l06-143.
Yin, F., J. Garita, A. Taylor, and R. West. 2018. “Refining the indirect tensile (IDT) N-flex Factor test to evaluate cracking resistance of asphalt mixtures for mix design and quality assurance.” Constr. Build. Mater. 172 (May): 396–405. https://doi.org/10.1016/j.conbuildmat.2018.03.251.
Yun, T., O. Lee, S. W. Lee, I. T. Kim, and Y.-H. Cho. 2011. “A performance evaluation method of preformed joint sealant: Slip-down failure.” Constr. Build. Mater. 25 (4): 1677–1684. https://doi.org/10.1016/j.conbuildmat.2010.10.015.
Zhang, F., and C. Hu. 2015. “The research for structural characteristics and modification mechanism of crumb rubber compound modified asphalts.” Constr. Build. Mater. 76 (Feb): 330–342. https://doi.org/10.1016/j.conbuildmat.2014.12.013.
Zhu, J., K. Zhang, K. Liu, and X. Shi. 2020. “Adhesion characteristics of graphene oxide modified asphalt unveiled by surface free energy and AFM-scanned micro-morphology.” Constr. Build. Mater. 244 (May): 118404.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 12December 2022

History

Received: Oct 14, 2021
Accepted: Mar 8, 2022
Published online: Sep 20, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 20, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Doctoral Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China (corresponding author). Email: [email protected]
Zhenjun Wang [email protected]
Professor, School of Material Science and Engineering, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Yangsen Cao [email protected]
Doctoral Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Ruimeng Song [email protected]
Doctoral Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Hengxiao Xue [email protected]
Lecturer, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [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

  • Dynamic behavior of crack sealant bonding interface in the asphalt pavement crack repair structure under moving vehicle load, Case Studies in Construction Materials, 10.1016/j.cscm.2022.e01821, 18, (e01821), (2023).

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