Technical Papers
Aug 31, 2023

Volumetric and Mechanical Properties of Large Stone Asphalt Mixture Produced by Laboratory Compaction of Vertical Vibration Compaction Method

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 11

Abstract

Herein, a vertical vibration compaction method (VVTM) is proposed to stimulate the practical compaction loading condition for a large stone asphalt mixture with nominal maximum size of 53 mm (LSAM-50) and its reliability is verified. The physical and mechanical properties of LSAM-50 specimens formed using VVTM and the static pressure method (PCT) were compared. The results show that the compression strength and splitting strength of VVTM specimens are 1.29 times and 1.31 times that of the PCT specimens, respectively. Compared with the field test, the compressive strengths of the VVTM and PCT specimens are 94.4% and 72.9% of the field core, respectively. The splitting strengths of the VVTM and PCT specimens are 89.5% and 68.0%, respectively. Additionally, the extraction test revealed that the degree of damage to the internal aggregates of VVTM specimens was considerably less than that of the PCT specimens. Therefore, the performance of VVTM specimens surpasses that of the PCT specimens, and the compaction effect of VVTM is more relevant to field compaction, making it a better choice for evaluating the mechanical and volumetric properties of LSAM-50.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by the Innovation Capability Support Plan of Shaanxi Province (No. 2022TD-06), the Science and Technology Project of the Shaanxi Provincial Department of Transportation (No. 20-02K), and the Department of Education Scientific Research Project of Hunan Province (No. 22B0752). The authors gratefully acknowledge all the financial support.
Author contributions: Ya Tan: conceptualization, methodology, data curation, and writing-original draft preparation. Yingjun Jiang: conceptualization, writing-reviewing and editing, and supervision. Yong Yi: investigation and validation. Tian Tian: software and validation. Sheng Li: data curation and visualization. Yuxin Wang: data curation. Hongjian Su: data curation. Changqing Deng: software and validation.

References

Airey, G. D., and A. C. Collop. 2016. “Mechanical and structural assessment of laboratory- and field-compacted asphalt mixtures.” Int. J. Pavement Eng. 17 (1): 50–63. https://doi.org/10.1080/10298436.2014.925551.
Anderson, R. M. 2002. “Using superpave gyratory compaction properties to estimate the rutting potential of asphalt mixtures.” J. Assoc. Asphalt Paving Technol. 71 (Mar): 725–738.
Anderson, R. M., D. W. Christensen, and R. Bonaquist. 2003. “Estimating the rutting potential of asphalt mixtures using Superpave gyratory compaction properties and indirect tensile strength.” J. Assoc. Asphalt Paving Technol. 72 (Mar): 1–26. https://doi.org/10.1590/S1678-91992003000100011.
Chinese Standard. 2011. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20-2011. Beijing: China Communications Press.
do Vale, A. C., M. D. Casagrande, and J. B. Soares. 2014. “Behavior of natural fiber in stone matrix asphalt mixtures using two design methods.” J. Mater. Civ. Eng. 26 (3): 457–465. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000815.
Duan, K., Y. Gao, H. Yao, W. Zeng, Y. Xu, W. Zhou, G. Pei, and B. He. 2020. “Comparison of performances of early aged pre-vibrated cement-stabilized macadam formed by different compactions.” Constr. Build. Mater. 239 (Apr): 117682. https://doi.org/10.1016/j.conbuildmat.2019.117682.
Elliott, R. C., J. Read, J. Cairns, and J. Cook. 1997. “Use of modified binders to reduce temperature induced reflection cracking in Marshall asphalt mixtures.” Mech. Tests Bituminous Mater. 383–389.
Fattah, M. Y., M. M. Hilal, and H. B. Rye. 2019. “Assessment of mechanical stability performance of asphalt mixture using Superpave gyratory compactor.” J. Transp. Eng. Part B Pavements 145 (2): 04019004. https://doi.org/10.1061/JPEODX.0000102.
Feng, X., S. Ye, and P. Hao. 2013. “A new laboratory method to characterize gradation segregation of large stone asphalt mixtures.” Constr. Build. Mater. 38 (Jan): 1199–1203. https://doi.org/10.1016/j.conbuildmat.2012.10.003.
Fu, Q.-L., J.-G. Wei, and L.-Y. Wang. 2020. “Research on anti-reflective cracking performance of open-graded large stone asphalt mixes based on MMLS3.” China J. Highway Transport 33 (8): 133–143.
Gallego, J., A. M. Rodriguez-Alloza, and L. Saiz-Rodriguez. 2020. “Evaluation of warm rubberized stone mastic asphalt mixtures through the Marshall and gyratory compactors.” Materials 13 (2): 265. https://doi.org/10.3390/ma13020265.
Georgiou, P., L. Sideris, and A. Loizos. 2016. “Evaluation of the effects of gyratory and field compaction on asphalt mix internal structure.” Mater. Struct. 49 (1–2): 665–676. https://doi.org/10.1617/s11527-015-0528-3.
Gorski, M., R. Benetti, M. Garozzo, and M. Mori. 2007. “Investigating long life pavements: A case study.” Proc. Monograph Eng. Water 1691–1698.
Hu, W., X. Jia, B. Huang, and H. Park. 2017. “Evaluation of compactability of asphalt mixture utilizing asphalt vibratory compactor.” Constr. Build. Mater. 139 (May): 419–429. https://doi.org/10.1016/j.conbuildmat.2017.02.070.
Hunter, A. E., L. McGreavy, and G. D. Airey. 2009. “Effect of compaction mode on the mechanical performance and variability of asphalt mixtures.” J. Transp. Eng. 135 (11): 839–851. https://doi.org/10.1061/(ASCE)0733-947X(2009)135:11(839).
Jia, X., W. Hu, P. Polaczyk, H. Gong, and B. Huang. 2019. “Comparative evaluation of compacting process for base materials using lab compaction methods.” Transp. Res. Rec. 2673 (4): 558–567. https://doi.org/10.1177/0361198119837953.
Jianbing, L., Z. C. Xu, Y. M. Yin, J. T. Zhang, X. L. Sun, and C. H. Wu. 2018. “Comparison of asphalt mixtures designed using the marshall and improved GTM methods.” Adv. Mater. Sci. Eng. 2018 (Nov): 7328791. https://doi.org/10.1155/2018/7328791.
Jiang, Y., C. Deng, J. Xue, and Z. Chen. 2018. “Investigation into the performance of asphalt mixture designed using different methods.” Constr. Build. Mater. 177 (Jul): 378–387. https://doi.org/10.1016/j.conbuildmat.2018.05.108.
Li, Y.-W., and Y.-Z. Zhao. 2009. “Studies of the performance and design standards of graded crushed stone compacted by vibration.” In Proc., 5th China/Japan Workshop on Pavement Technologies, 253–259. Shaanxi, China: Xi’an Jiaotong University Press.
Liu, A. H., H. Li, and P. Zhang. 2018. “Long-term performance study of long life pavement pilot section in Jiangsu, China.” In Proc., Transportation Research Congress 2016: Innovations in Transportation Research Infrastructure, 353–363. Reston, VA: ASCE.
Mascarenhas, Z. M. G., M. S. Gaspar, K. L. Vasconcelos, L. L. B. Bernucci, and A. Bhasin. 2020. “Case study of a composite layer with large-stone asphalt mixture for heavy-traffic highways.” J. Transp. Eng. Part B Pavements 146 (1): 04019040. https://doi.org/10.1061/JPEODX.0000143.
Priyanka, B. A., G. Sarang, and A. U. R. Shankar. 2019. “Evaluation of Superpave mixtures for perpetual asphalt pavements.” Road Mater. Pavement Des. 20 (8): 1952–1965. https://doi.org/10.1080/14680629.2018.1474794.
Timm, D. H., B. K. Diefenderfer, B. F. Bowers, and G. Flintsch. 2021. “Utilization of cold central plant recycled asphalt in long-life flexible pavements.” Transp. Res. Rec. 2675 (11): 1082–1092. https://doi.org/10.1177/03611981211023760.
Wang, H., and F. Liu. 2016. “Research of microstructure performance of foamed asphalt cold recycled mixture in different compaction methods.” J. Highway Transp. Res. Dev. 33 (2): 19–27.
Wei, J., X. Zha, J. Zheng, and B. Wang. 2007. “Performance comparison of asphalt macadam mixtures based on different molding methods.” J. Traffic Transp. Eng. 7 (2): 41–45.
Wrobel, M., A. Woszuk, and W. Franus. 2020. “Laboratory methods for assessing the influence of improper asphalt mix compaction on its performance.” Materials 13 (11): 2476. https://doi.org/10.3390/ma13112476.
Xing, C., M. Li, L. Liu, R. Lu, N. Liu, W. Wu, and D. Yuan. 2023. “A comprehensive review on the blending condition between virgin and RAP asphalt binders in hot recycled asphalt mixtures: Mechanisms, evaluation methods, and influencing factors.” J. Cleaner Prod. 398 (Apr): 136515. https://doi.org/10.1016/j.jclepro.2023.136515.
Yang, B., P. Liang, J. Xie, and X. Zen. 2014. “Study on mechanical property of large particle size modified asphalt mixture with multipore.” Supplement, Mater. Res. Innovation 18 (S2): 811–815. https://doi.org/10.1179/1433075X13Y.0000000136.
Yuan, G., P. Hao, D. Li, J. Pan, and S. Dong. 2020. “Optimization design and verification of large stone porous asphalt mixes gradation using compressible packing model.” Constr. Build. Mater. 230 (Jan): 116903. https://doi.org/10.1016/j.conbuildmat.2019.116903.
Zhang, C., and Q. Meng. 2015. “Porous asphalt mixture pavement performance in vibration compaction state.” J. Highway Transp. Res. Dev. 32 (8): 18–24.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 11November 2023

History

Received: Dec 26, 2022
Accepted: Apr 18, 2023
Published online: Aug 31, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 31, 2024

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Yingjun Jiang [email protected]
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. Email: [email protected]
Ph.D. Candidate, 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). Email: [email protected]
Yong Yi
Ph.D. Candidate, 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.
Tian Tian
Ph.D. Candidate, 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.
Sheng Li
Master’s 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.
Yuxin Wang
Master’s 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.
Hongjian Su
Master’s 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.
Changqing Deng, Ph.D.
Lecturer, School of Civil Architectural Engineering, Shaoyang Univ., Shaoyang 422000, China.

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