Marshall stability of porous asphalt mixture incorporating kenaf fiber

• Autorzy: Jasni Nur Ezreen , Masri Khairi Azman , Jaya Ramadhansyah Putra , Abdullah Mohd Mustafa Al Bakri , Razak Rafiza Abd , Nabiałek Marcin , Błoch Katarzyna , Śliwa Agata

Identyfikatory

DOI

10.24425/ace.2022.140174

• Języki publikacji: EN

Abstrakty

EN

Porous asphalt mixture (PA), known as open-graded surfaces over a stone bed underneath, allows water to go through. These factors can affect the porous asphalt mixture adhesive strength. The high amount of course aggregate promotes the structure of air voids have certain impacts on the acoustic properties of porous asphalt. The materials properties are consisting of both aggregate and bitumen tests. This study also details out the aggregates sieve analysis test to develop new aggregate gradation for PA. According to five ASEAN countries’ specifications, the sieve analysis test was done. The countries included are Malaysia, Vietnam, Thailand, Singapore, and Indonesia. The test for the binder includes the softening point, penetration, and ductility. This study also investigates the addition of kenaf fiber in the mixture as an additive. Mechanical performance test for PA using Marshall Stability test to identify the strength and the properties of the conventional PA with the addition of kenaf fiber compared to the new gradation of PA incorporating kenaf fiber. From the results, the addition of 0.3% kenaf modified PA improved the performance of PA in terms of Marshall Stability and volumetric properties.

Słowa kluczowe

EN

porous asphalt; Marshall stability; plant fiber; kenaf; softening point; penetration

PL

asfalt porowaty; stabilność Marshalla; włókno roślinne; kenaf; temperatura mięknienia; penetracja

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2022
• Tom: Vol. 68, nr 1
• Strony: 379--393
• Opis fizyczny: Bibliogr. 20 poz., il., tab.

Twórcy

autor

Jasni Nur Ezreen

• Department of Civil Engineering, College of Engineering, Universiti Malaysia, Gambang, Malaysia

• https://orcid.org/0000-0002-6616-8215

autor

Masri Khairi Azman

• Department of Civil Engineering, College of Engineering, Universiti Malaysia, Gambang, Malaysia

• https://orcid.org/0000-0003-0046-8669

autor

Jaya Ramadhansyah Putra

• Department of Civil Engineering, College of Engineering, Universiti Malaysia, Gambang, Malaysia

• https://orcid.org/0000-0002-5255-9856

autor

Abdullah Mohd Mustafa Al Bakri

• Faculty of Chemical Engineering Technology, University Malaysia Perlis, Malaysia

• https://orcid.org/0000-0002-9779-8586

autor

Razak Rafiza Abd

• Center of Excellence Geopolymer and Green Technology, Universiti Malaysia Perlis, Kangar, Malaysia

• https://orcid.org/0000-0003-1398-7652

autor

Nabiałek Marcin

• Department of Physics, Czestochowa University of Technology, Czestochowa, Poland

• https://orcid.org/0000-0001-6585-3918

autor

Błoch Katarzyna

• Department of Physics, Czestochowa University of Technology, Czestochowa, Poland

• https://orcid.org/0000-0002-5405-1845

autor

Śliwa Agata

• Division of Materials Processing Technology and Computer Techniques in Materials Science, Silesian University of Technology, Poland

• https://orcid.org/0000-0001-9459-3895

Bibliografia

• [1] N.A. Hassan, M.Z.H. Mahmud, K.A. Ahmad, M.R. Hainin, R.P. Jaya, N. Mashros, “Air voids characterisation and permeability of porous asphalt gradations used in different countries”, ARPN Journal of Engineering and Applied Sciences, 2016, vol. 11, pp. 14043-14047.
• [2] A. Gupta, J. Rodriguez-Hernandez, D. Castro-Fresno, “Incorporation of Additives and Fibers in Porous Asphalt Mixtures: A Review”, Materials, 2019, vol. 12, no. 19, DOI: 10.3390/ma12193156.
• [3] A. Sharma, Satyender, D. K. Sharma, Laboratory Performance of Porous Asphalt Pavement, 2017, p. 1-9.
• [4] M. Samat, J. Ahmad, M. Hamzah, A. Arshad, “Influence of warm porous asphalt on permeability reduction due to binder flow”, in Proceedings of the International Civil and Infrastructure Engineering Conference 2015, Singapore: Springer, 2016, pp. 885-894, DOI: 10.1007/978-981-10-0155-0_74.
• [5] S. N. Syafiqah, K. Masri, N. Jasni, M. Hasan, “Performance of Stone Mastic Asphalt incorporating Kenaf fiber”, IOP Conference Series: Earth and Environmental Science, 2021, vol. 641, no. 1, DOI: 10.1088/1755-1315/641/1/012001.
• [6] C. Pawar, P. Sharma, A. Titiksh, “Gradation of Aggregates and its Effects on Properties of Concrete”, International Journal of Trend in Research and Development, 2016, vol. 3, no. 2, pp. 581-584.
• [7] M. Fang, D. Park, J. L. Singuranayo, H. Chen, Y. Li, “Aggregate gradation theory, design and its impact on asphalt pavement performance: A review”, International Journal of Pavement Engineering, 2019, vol. 20, no. 12, pp. 1408-1424, DOI: 10.1080/10298436.2018.1430365.
• [8] M. Hamzah, Z. Jaafar, F. Ahmad, "Laboratory simulation of porous asphalt parking lot system and mix design for storm water management”, Journal of Engineering Science and Technology, 2013, vol. 8, no. 2, pp. 217-232.
• [9] K. Masri, A. Arshad, “Performance Tests of Porous Asphalt Mix - A Review”, in Proceedings of the International Civil and Infrastructure Engineering Conference 2014, Springer, 2015, pp. 1231-1243, DOI: 10.1007/978-981-287-290-6_109.
• [10] A. K. Arshad, S. Mansor, E. Shafie, W. Hashim, “Performance of stone mastic asphalt mix using selected fibres”, Jurnal Teknologi, 2016, vol. 78, no. 7-2, pp. 99–103, DOI: 10.11113/jt.v78.9498.
• [11] M. Hainin et al., “Performance of Hot Mix Asphalt Mixture Incorporating Kenaf Fibre”, in IOP Conference Series: Earth and Environmental Science, IOP Publishing, 2018, vol. 140, no. 1, DOI: 10.1088/1755-1315/140/1/012092.
• [12] Malaysian Public Work Department for Road Works, “Standard Specification For Road Work, Section 4: Flexible Pavement”, JKR/SPJ/2008/S4, 2008.
• [13] Land Traffic Authority Singapore, “Materials and workmanship specification for civil and structural works”, Singapore, 2010.
• [14] National Asphalt Pavement Association, “Porous Asphalt Pavement”, National Asphalt Pavement Association, Lanham Maryland, 2003.
• [15] H. Nakanishi, M. Hamzah, M.M. Hasan, P. Karthigeyan, O. Shaur, “Mix design and application of porous asphalt pavement using Japanese technology”, in IOP Conference Series: Materials Science and Engineering, 2019, vol. 512, no. 1, DOI: 10.1088/1757-899X/512/1/012026.
• [16] K. Masri, et al., “Volumetric Properties and Abrasion Resistance of Stone Mastic Asphalt Incorporating Eggshell Powder”, in IOP Conference Series: Earth and Environmental Science, 2021, vol. 682, no. 1, DOI: 10.1088/1755-1315/682/1/012058.
• [17] M. Ameri, R. Mohammadi, M. Vamegh, M. Molayem, “Evaluation the effects of nanoclay on permanent deformation behavior of stone mastic asphalt mixtures”, Construction and Building Materials, 2017, vol. 156, pp. 107-113, DOI: 10.1016/j.conbuildmat.2017.07.055.
• [18] ASTM D36 / D36M - 14, “Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)”, ASTM International, West Conshohocken, PA, 2020, www.astm.org.
• [19] ASTM D5 / D5M-20, “Standard Test Method for Penetration of Bituminous Materials”, ASTM International, West Conshohocken, PA, 2020, www.astm.org.
• [20] ASTM C136 / C136M-19, “Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates”, ASTM International, West Conshohocken, PA, 2019, www.astm.org.

Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).