Abstract
The compaction characteristics of porous asphalt (PA) mixtures are significantly different from those of traditional dense-graded asphalt mixtures. Compaction efforts are critical for PA mixtures to exhibit good performance in terms of strength, functionality, and durability. The objective of this study was to determine the optimum number of gyrations for typical PA mixtures compacted using a Superpave gyratory compactor. The compaction characteristics and the influence of seven gyration levels on the indicators of air voids (AV) content, Marshall Stability (MS), multi-directional permeability, stone-on-stone contact, and durability of PA mixture were investigated through laboratory experiments. A multi-directional permeameter was designed to evaluate the multi-directional permeability of PA mixtures, including vertical, horizontal, and combined horizontal-vertical permeability. The AV content, multi-directional permeability decreases with the increasing gyrations. Based on the requirements of each indicator, the minimum and maximum gyrations for each indicator were determined. Balancing the performance of strength, functionality, and durability, the optimum number of gyrations for the PA mixtures was determined to be between 45 and 75 gyrations, which allows for different gyrations depending on the application of the PA mixture. Finally, the requirements of MS, horizontal permeability, and combined horizontal-vertical permeability are recommended for improving the performance of PA mixture.
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References
Airey GD, Hunter AE, Collop AC (2008) The effect of asphalt mixture gradation and compaction energy on aggregate degradation. Construction and Building Materials 22:972–980, DOI: https://doi.org/10.1016/j.conbuildmat.2006.11.022
Alvarez AE, Epps-Martin A, Estakhri C, Izzo R (2010a) Evaluation of durability tests for permeable friction course mixtures. International Journal of Pavement Engineering 11(1):49–60, DOI: https://doi.org/10.1080/10298430902730539
Alvarez AE, Estakhri C, Mahmoud E, Martin AE, Masad E (2010b) Stone-on-stone contact of permeable friction course mixtures. Journal of Materials in Civil Engineering 22(11):1129–1138, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000117
Alvarez AE, Martin AE, Estakhri C (2008) Effects of densification on permeable friction course mixtures. Journal of Testing & Evaluation 37(1):11–20
Alvarez AE, Martin AE, Estakhri C (2010c) Drainability of permeable friction course mixtures. Journal of Materials in Civil Engineering 22(6):556–564, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000053
Alvarez AE, Martin AE, Estakhri C, Izzo R (2009) Determination of volumetric properties for permeable friction course mixtures. Journal of Testing & Evaluation 37(1):1–10
Alvarez AE, Mora JC, Espinosa LV (2018) Quantification of stone-on-stone contact in permeable friction course mixtures based on image analysis. Construction & Building Materials 165:462–471, DOI: https://doi.org/10.1016/j.conbuildmat.2017.12.189
Ameri M, Esfahani MA (2008) Evaluation and performance of hydrated lime and limestone powder in porous asphalt. Road Materials & Pavement Design 9(4):651–664, DOI: https://doi.org/10.3166/RMPD.9.651-664
ASTM D7064/D7064M-08 (2008) Standard practice for open-graded friction course (OGFC)mix design. ASTM D7064/D7064M-08, ASTM International, West Conshohocken, PA, USA
ASTM PS 129–01 (2001) Standard provisional test method for measurement of permeability of bituminous paving mixtures using a flexible wall permeameter. ASTM PS 129–01, ASTM International, West Conshohocken, PA, USA
Australian Asphalt Pavement Association (2004) National asphalt specifications, 2nd edition. Australian Asphalt Pavement Association, Port Melbourne, Australia
Chen J, Wang H, Zhu H (2017) Investigation of permeability of open graded asphalt mixture considering effects of anisotropy and two-dimensional flow. Construction & Building Materials 145:318–325, DOI: https://doi.org/10.1016/j.conbuildmat.2017.04.028
DB51/T 2601-2019 (2019) Design guide and construction specifications for porous asphalt pavement. DB51/T 2601–2019, Administration for Market Regulation of Sichuan Province, Chengdu, China
Gao L, Ni F, Charmot S, Luo H (2014) Influence on compaction of cold recycled mixes with emulsions using the superpave gyratory compaction. Journal of Materials in Civil Engineering 26(11), DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000987
Herndon DA, Xiao F, Amirkhanian S, Wang H (2016) Investigation of los angeles value and alternate aggregate gradations in ogfc mixtures. Construction & Building Materials 110:278–285, DOI: https://doi.org/10.1016/j.conbuildmat.2016.01.008
Ji X, Sun E, Zou H, Hou Y, Chen B (2020) Study on the multiscale adhesive properties between asphalt and aggregate. Construction and Building Materials 249:118693, DOI: https://doi.org/10.1016/j.conbuildmat.2020.118693
Jiang W, Sha A, Pei J, Xiao J (2010) Gyratory compaction characteristics of porous asphalt concrete. Journal of Chang’an University (Natural Science Edition) 30(5):11–16, DOI: https://doi.org/10.19721/j.cnki.1671-8879.2010.05.003 (in Chinese)
JTG E20-2011 (2011) Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20–2011, Research Institute of Highway Ministry of Transport of China, Beijing, China
JTG F40-2004 (2004) Technical specifications for construction of highway asphalt pavements. JTG F40–2004, Research Institute of Highway Ministry of Transport of China, Beijing, China
Król JB, Khan R, Collop AC (2018) The study of the effect of internal structure on permeability of porous asphalt. Road Materials and Pavement Design 19(4):935–951, DOI: https://doi.org/10.1080/14680629.2017.1283355
Li S, Wang X, Ji X, Li J, Li K, Shi J (2020) Investigating the rutting mechanism of asphalt mixtures based on particle tracking technology. Construction and Building Materials 260:119781, DOI: https://doi.org/10.1016/j.conbuildmat.2020.119781
Ma X, Li Q, Cui YC, Ni AQ (2016) Performance of porous asphalt mixture with various additives. International Journal of Pavement Engineering 19(4):355–361, DOI: https://doi.org/10.1080/10298436.2016.1175560
Ma X, Zhou P, Jiang J, Hu X (2020) High-temperature failure of porous asphalt mixture under wheel loading based on 2D air void structure analysis. Construction and Building Materials 252:119051, DOI: https://doi.org/10.1016/j.conbuildmat.2020.119051
Mallick RB, Kandhal PS, Allen L, Watson DE (2000) Design, construction, and performance of new-generation open-graded friction courses. NCAT Report No. 2000–1, National Center for Asphalt Technology, Auburn, AL, USA
Mansour TN, Putman BJ (2013) Influence of aggregate gradation on the performance properties of porous asphalt mixtures. Journal of Materials in Civil Engineering 25(2):281–288, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000602
Mcgennis RB, Anderson RM, Kennedy T, Solaimanian M (1995) Background of Superpave asphalt mixture design and analysis. FHWA-SA-95-003, Asphalt Institute, Lexington, KY, USA
Nielsen CB, Bendtsen H, Andersen B, Larsen HJ (2005) Noise-reducing pavements in Japan: Study tour report. Technical note 31. Danish Road Institute, Road Directorate, Roskilde, Denmark
Qian Z, Lu Q (2015) Design and laboratory evaluation of small particle porous epoxy asphalt surface mixture for roadway pavements. Construction and Building Materials 77:110–116, DOI: https://doi.org/10.1016/j.conbuildmat.2014.12.056
Suresha SN, George V, Shankar AUR (2009a) Evaluation of properties of porous friction course mixes for different gyration levels. Journal of Materials in Civil Engineering 21(12):789–796, DOI: https://doi.org/10.1061/(ASCE)0899-1561(2009)21:12(789)
Suresha SN, Varghese G, Shankar AUR (2009b) Characterization of porous friction course mixes for different Marshall compaction efforts. Construction and Building Materials 23:2887–2893, DOI: https://doi.org/10.1016/j.conbuildmat.2009.02.008
T0316-2005 (2005) Test methods of aggregate for highway engineering. T0316–2005, Research Institute of Highway Ministry of Transport of China, Beijing, China
Takahashi S (2013) Comprehensive study on the porous asphalt effects on expressways in Japan: Based on field data analysis in the last decade. Road Materials and Pavement Design 14(2):239–255, DOI: https://doi.org/10.1080/14680629.2013.779298
Transit New Zealand (2007) Specification for open graded porous asphalt. SP/SP11 070704, Transit New Zealand, Wellington, New Zealand
Vardanega PJ (2014) State of the art: Permeability of asphalt concrete. Journal of Materials in Civil Engineering 26(1):54–64, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000748
Wang X, Gu X, Dong Q, Wu J (2018a) Effects of flat and elongated aggregates on the performance of porous asphalt mixture. Journal of Southeast University (English Edition) 34(1):87–94, DOI: https://doi.org/10.3969/j.issn.1003-7985.2018.01.013
Wang X, Gu X, Hu X, Zhang Q, Dong Q (2020) Three-stage evolution of air voids and deformation of porous-asphalt mixtures in high-temperature permanent deformation. Journal of Materials in Civil Engineering 32(9):04020233, DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0003300
Wang X, Gu X, Jiang J, Deng H (2018b) Experimental analysis of skeleton strength of porous asphalt mixtures. Construction and Building Materials 171:13–21, DOI: https://doi.org/10.1016/j.conbuildmat.2018.03.116
Wang X, Ren J, Gu X, Li N, Tian Z, Chen H (2021) Investigation of the adhesive and cohesive properties of asphalt, mastic, and mortar in porous asphalt mixtures. Construction and Building Materials 276:122255, DOI: https://doi.org/10.1016/j.conbuildmat.2021.122255
Xu B, Chen J, Zhou C, Wang W (2016) Study on marshall design parameters of porous asphalt mixture using limestone as coarse aggregate. Construction and Building Materials 124:846–854, DOI: https://doi.org/10.1016/j.conbuildmat.2016.08.005
Yu B, Jiao L, Ni F, Yang J (2015) Long-term field performance of porous asphalt pavement in China. Road Materials and Pavement Design 16(1):214–226, DOI: https://doi.org/10.1080/14680629.2014.944205
Zhang Q, Xu Y, Wu W (2017) Influence of water-borne epoxy resin content on performance of waterborne epoxy resin compound sbr modified emulsified asphalt for tack coat. Construction and Building Materials 153:774–782, DOI: https://doi.org/10.1016/j.conbuildmat.2017.07.148
Acknowledgments
This research was funded by the National Natural Science Foundation of China (Grant No. 52008333), China Postdoctoral Science Foundation (Program No. 2020M673354), Natural Science Basic Research Program of Shaanxi (Program No. 2020JQ-680), Scientific Research Program funded by Shaanxi Provincial Education Department (Program No. 20JK0711), National Natural Science Foundation of China (Grant number 51878162), and China Postdoctoral Science Foundation (Program No. 2019M663649).
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Wang, X., Ren, J., Hu, X. et al. Determining Optimum Number of Gyrations for Porous Asphalt Mixtures Using Superpave Gyratory Compactor. KSCE J Civ Eng 25, 2010–2019 (2021). https://doi.org/10.1007/s12205-021-1005-x
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DOI: https://doi.org/10.1007/s12205-021-1005-x