Chapter
Feb 6, 2024

Study Influence of Gradation Limit at Interface Shear Strength between Double Asphalt Layer Specimens Using a New Direct Shear Device

Publication: International Conference on Road and Airfield Pavement Technology 2023

ABSTRACT

Numerous factors influence flexible pavement performance, and the interface shear strength between pavement layers is one of the quality and protection indicators; it is the primary cause of premature pavement failures, such as rutting and slippage of the wearing course, which can decline pavement life. Various methods have been developed to analyse the shear strength on the interface zone in the flexible pavement; however, the typical method is a direct shear. Several studies have investigated the problem of poor bonding between pavement layers and highlighted that many factors affect interface shear strength, such as temperature, surface texture, tack coat material, and type of mixture material. This paper aims to study the influence of gradation limit on the shear strength between double asphalt layer specimens and develop a new direct shear device for shear strength measurement. This study also investigates the shear behaviour of the studied materials at different temperatures (30, 40, 50, and 60°C). Experiments were carried out for hot mix asphalt (HMA) AC 10 as a top layer with three gradations and ACW 28 as a bottom layer with slow-setting emulsion (SS-h1) and rapid-setting emulsion (RS-h1). The result of the study showed that the essential factors that influence shear strength in the interface zone are the temperature and the gradation limit. For the emulsion type, there is a slight effect on the shear strength. Generally, the shear result based on the direct shear device developed in this study (UPM-ST) is reliable, and this relationship can be used to ensure that the limit of gradation and tack coat can improve shear strength.

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REFERENCES

Abdulmajeed, S. G., & Muniandy, R. (2017). The effect of binder type and temperature differential on the rutting performance of hot mix asphalt. International Journal of Applied Engineering Research, 12(17), 6841-6852.
Ai, C., Rahman, A., Song, J., Gao, X., & Lu, Y. (2017). Characterisation of interface bonding in asphalt pavement layers based on direct shear tests with vertical loading. Journal of Materials in Civil Engineering, 29(9), 04017102.
Akraym, H. M., Muniandy, R., Jakarni, F. M., & Hassim, S. (2023). Review: Shear Properties and Various Mechanical Tests in the Interface Zone of Asphalt Layers. Infrastructures, 8(3), 48. Retrieved from https://www.mdpi.com/2412-3811/8/3/48
Al-ammari, M. A. S., Jakarni, F. M., Muniandy, R., & Hassim, S. (2019). The effect of aggregate and compaction method on the physical properties of hot mix asphalt. Paper presented at the IOP Conference Series: Materials Science and Engineering.
Dong, M., Hao, Y., Zhang, C., & Li, L. (2017). Failure mechanism analysis of asphalt–aggregate systems subjected to direct shear loading. Materials and Structures, 50(5),1-13.
Hu, C., Zhao, J., Leng, Z., Partl, M. N., & Li, R. (2019). Laboratory evaluation of waterborne epoxy bitumen emulsion for pavement preventative maintenance application. Construction and Building Materials, 197, 220-227.
Jiang, J., Ni, F., Zheng, J., Han, Y., & Zhao, X. (2020). Improving the high-temperature performance of cold recycled mixtures by polymer-modified asphalt emulsion. International Journal of Pavement Engineering, 21(1), 41-48.
Kogbara, R. B., Masad, E. A., Kassem, E., Scarpas, A. T., & Anupam, K. (2016). A state-of-the-art review of parameters influencing measurement and modelling of skid resistance of asphalt pavements. Construction and Building Materials, 114, 602-617.
Livneh, M., Ishai, I., & Uzan, J. (1978). Compaction requirements for flexible pavement structures.
Mohamed, A., Muni, R., & Hamzah, M. (2004). Texture depth determination for stone mastic asphalt (SMA).
Song, W., Shu, X., Huang, B., & Woods, M. (2017). Influence of interface characteristics on the shear performance between open-graded friction course and the underlying layer. Journal of Materials in Civil Engineering, 29(8), 04017077.
Song, W., Shu, X., Huang, B., & Woods, M. (2018). Effects of asphalt mixture type on asphalt pavement interlayer shear properties. Journal of Transportation Engineering, Part B: Pavements, 144(2), 04018021.
Van Dao, D., Bui, Q.-A. T., Nguyen, D. D., Prakash, I., Trinh, S. H., & Pham, B. T. (2022). Prediction of interlayer shear strength of double-layer asphalt using novel hybrid artificial intelligence models of ANFIS and metaheuristic optimisations. Construction and Building Materials, 323, 126595.
Wang, X., Wang, X., Sun, X., Berlyn, G. P., & Rehim, A. (2020). Effect of pavement and water deficit on biomass allocation and whole-tree transpiration in two contrasting urban tree species. Urban Ecosystems, 23(4), 893-904.
West, R. C., Zhang, J., & Moore, J. (2005). Evaluation of bond strength between pavement layers.
White, G., Ward, C., & Jamieson, S. (2021). Field evaluation of a handheld laser meter for pavement surface macro texture measurement. International journal of pavement engineering, 22(8), 950-959.
You, L., You, Z., Dai, Q., Xie, X., Washko, S., & Gao, J. (2019). Investigation of adhesion and interface bond strength for pavements underlying chip seal: Effect of asphalt-aggregate combinations and freeze-thaw cycles on chip seal. Construction and Building Materials, 203, 322-330.

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Go to International Conference on Road and Airfield Pavement Technology 2023
International Conference on Road and Airfield Pavement Technology 2023
Pages: 659 - 672

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Published online: Feb 6, 2024

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Hatim M. Akraym [email protected]
Dept. of Civil Engineering, Faculty of Engineering, Univ. Putra Malaysia, UPM Serdang, Selangor, Malaysia (corresponding author). ORCID: https://orcid.org/0000-0003-2735-9681. Email: [email protected]
Ratnasamy Muniandy
Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. Putra Malaysia, UPM Serdang, Selangor, Malaysia
Fauzan Mohd Jakarni
Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. Putra Malaysia, UPM Serdang, Selangor, Malaysia
Salihudin Hassim
Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. Putra Malaysia, UPM Serdang, Selangor, Malaysia

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