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An Investigation on the Mix Design of Double Layer Porous Asphalts | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 4، دوره 11، شماره 4 - شماره پیاپی 32، بهمن 2023، صفحه 65-76 اصل مقاله (1.22 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2023.27877.1684 | ||
| نویسندگان | ||
| Babak Golchin1؛ Noor Halizah Abdullah* 2؛ Meor Othman Hamzah3؛ Jan Valentin4 | ||
| 1Department of Civil Engineering, University of Mohaghegh Ardabili, Ardabil, Iran | ||
| 2School of Housing, Building, and Planning, Universiti Sains Malaysia, Penang, Malaysia | ||
| 3School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia,14300 Nibong Tebal, Seberang Perai Selatan, Penang, Malaysia | ||
| 4Department of Road Structures, Czech Technical University, Prague, Czech Republic | ||
| تاریخ دریافت: 31 تیر 1401، تاریخ بازنگری: 17 بهمن 1401، تاریخ پذیرش: 06 فروردین 1402 | ||
| چکیده | ||
| Porous asphalt (PA) are used to drain water from the surface of the asphalt pavements. It reduces aquaplaning and subsequently decreases splash and spray. Clogging reduces the permeability of PA over the years. The double layer PA are used to mitigate this problem. Different aggregate gradations and binder types can alter the performance of double layer PA. The objective of this research is to evaluate the effects of these parameters on the performance of double layer PA. For this purpose, different samples were fabricated using various aggregate gradations based on Malaysian asphalt mixture standards. Indirect tensile strength, permeability and air voids of the samples were determined. The proposed aggregate gradation for top and bottom layers were mixed with two different asphalt binders. Cantabro and binder drainage tests were later carried out on these samples. The results were then compared with the corresponding results from the Dutch double layer PA gradations. Laboratory test results showed that aggregate gradation significantly affect the indirect tensile strength, permeability and air voids of both top and bottom layer of PA. The design binder content for the bottom layer is also lower than that for the top layer. However, the binder type did not significantly change the design binder content. | ||
| کلیدواژه‌ها | ||
| Porous asphalt؛ Gradation؛ Binder drainage؛ Cantabro test؛ ITS | ||
| مراجع | ||
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[1] Kandhal P. Asphalt pavements mitigate tire/pavement noise. Hot Mix Asph Technol 2004:22–31.
[2] Liu M, Huang X, Xue G. Effects of double layer porous asphalt pavement of urban streets on noise reduction. Int J Sustain Built Environ 2016;5. https://doi.org/10.1016/j.ijsbe.2016.02.001.
[3] Chu L, Fwa TF. Functional sustainability of single- and double-layer porous asphalt pavements. Constr Build Mater 2019;197. https://doi.org/10.1016/j.conbuildmat.2018.11.162.
[4] Hu J, Ma T, Ma K. DEM-CFD simulation on clogging and degradation of air voids in double-layer porous asphalt pavement under rainfall. J Hydrol 2021;595. https://doi.org/10.1016/j.jhydrol.2021.126028.
[5] Hamzah MO, Abdullah NH, Voskuilen JLM, van Bochove G. Laboratory simulation of the clogging behaviour of single-layer and two-layer porous asphalt. Road Mater Pavement Des 2013;14. https://doi.org/10.1080/14680629.2012.749803.
[6] Afonso ML, Fael CS, Dinis-Almeida M. Influence of clogging on the hydrologic performance of a double layer porous asphalt. Int J Pavement Eng 2020;21. https://doi.org/10.1080/10298436.2018.1508843.
[7] Xu J, Kong C, Xu T. Effects of deposition states and distribution regularity of clogging substances on pore clogging behaviors of double-layer drainage asphalt pavement. Constr Build Mater 2022;314. https://doi.org/10.1016/j.conbuildmat.2021.125701.
[8] Jung J-S, Sohn J-R, Lee S-H, Yang H-S. A Case Study on Noise Reduction Effect of Two-layer Porous Asphalt Pavement in an Urban Area. Int J Highw Eng 2016;18. https://doi.org/10.7855/ijhe.2016.18.5.049.
[9] Yuan M, Wang J, Wang Y, Shao S. Study on noise reduction with paving different low noise pavement materials. Appl Sci 2021;11. https://doi.org/10.3390/app112110273.
[10] van Blokland, G.J; Kuijpers A. Modeling and optimization of two-layer porous asphalt roads. Internoise 2000.
[11] Sandberg U, Mioduszewski P, Vieira T. Acoustic lifecycle study of the double-layer porous asphalt on E4 in Huskvarna, Sweden. INTER-NOISE 2018 - 47th Int. Congr. Expo. Noise Control Eng. Impact Noise Control Eng., 2018.
[12] Zhang Y, Van De Ven MFC, Molenaar AAA, Wu S. Increasing the service life of porous asphalt with rejuvenators. Sustain. Constr. Mater. 2012 - Proc. 2nd Int. Conf. Sustain. Constr. Mater. - Des. Performance, Appl., 2013. https://doi.org/10.1061/9780784412671.0027.
[13] Hu J, Ma T, Zhu Y, Huang X, Xu J, Chen L. High-viscosity modified asphalt mixtures for double-layer porous asphalt pavement: Design optimization and evaluation metrics. Constr Build Mater 2021;271. https://doi.org/10.1016/j.conbuildmat.2020.121893.
[14] Golchin B, Abdullah NH, Hamzah MO, Yahaya AS. Evaluation of Fracture Properties of One and Two-Layer Porous Asphalt Subjected to Clogging. J Adv Res Appl Sci Eng Technol 2022;29. https://doi.org/10.37934/araset.29.1.4561.
[15] Chen S, Gu L, Tu Z, Ma T, Kang L. Mechanical Properties of Porous Asphalt Mixtures Containing Styrene-Butadiene-Styrene and High-Viscosity Modifiers. J Mater Civ Eng 2023;35. https://doi.org/10.1061/(asce)mt.1943-5533.0004495.
[16] van Bochove G. POROUS ASPHALT (TWO-LAYERED) - OPTIMISING AND TESTING. Proc. Pap. Submitt. Rev. 2ND EURASPHALT EUROBITUME Congr. HELD 20-22 Sept. 2000, BARCELONA, SPAIN. B. 1 - Sess. 1, vol. 16, 2022, p. 1–23.
[17] Mohd Hasan MR. Studies on Binder Creep , Abrasion Loss and Dynamic Stripping of Porous Asphalt. Universiti Sains Malaysia, Malaysia, 2011.
[18] Khedoe R. Possible use of c-fix in porous asphalt. TU Delft, Delft., 2006.
[19] Jimenez FEP, Perez MAC. Analysis and evaluation of the performance of porous asphalt. The Spanish experience. ASTM Spec. Tech. Publ., 1990. https://doi.org/10.1520/stp23386s.
[20] Sezavar R, Shafabakhsh G, Mirabdolazimi SM. New model of moisture susceptibility of nano silica-modified asphalt concrete using GMDH algorithm. Constr Build Mater 2019;211. https://doi.org/10.1016/j.conbuildmat.2019.03.114.
[21] Bilema M, Aman MY, Hassan NDA, Al-Saffar Z, Rogo K, Abdullah NFA. Influence of Crumb Rubber Incorporated with Different Warm Mix Asphalt Additives on the Mechanical Performance of WMA Mixture. J Rehabil Civ Eng 2021;9. https://doi.org/10.22075/JRCE.2021.22347.1474. | ||
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