PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

The Effect of Recycled High-Density Polyethylene (HDPE) as an Additional Binder in Porous Asphalt Pavement

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Porous asphalt has excellent permeability and larger air voids. Due to the low stability strength of asphalt binder with aggregates, Malaysia uses porous asphalt roads for lightweight vehicle road transportation. Numerous studies indicate utilizing Recycled High-Density Polyethylene in porous asphalt road surface. As a result, it was utilised as an additional binder material to enhance the asphalt binder. The main purpose of this study is to investigate the stability of modified porous asphalt samples and evaluate the optimum percentage of HDPE plastic waste from 3%, 6% and 9%. The aggregates, asphalt properties, Marshall Parameters and waster absorption test are in comply with JKR Standard and PWD 2008. At 3% of plastic addition has improved the stability of porous asphalt specimens. Adding plastic waste as a binder helps strengthen asphalt binding.
Twórcy
  • Universiti Malaysia Perlis (UniMAP), Faculty of Civil Engineering Technology, Kompleks Pusat Pengajian Jejawi 3, 02600 Arau, Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellence Geopolymer and Green Technology, (CEGeoGTech), 01000 Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Faculty of Civil Engineering Technology, Kompleks Pusat Pengajian Jejawi 3, 02600 Arau, Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellence Geopolymer and Green Technology, (CEGeoGTech), 01000 Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Facult y of Chemical Engineering and Technology, 01000 Perlis, Malaysia
  • Universiti Tun Hussein Onn, Faculty of Engineering Technology, Pagoh, Johor, Malaysia
  • Universiti Tun Hussein Onn, Faculty of Engineering Technology, Pagoh, Johor, Malaysia
  • Częstochowa University of Technology, Faculty of Mechanical Engineering and Computer Science, Department of Mechanics and Fundamentals of Machinery Design, 73 Dąbrowskiego Av., 42-201 Częstochowa, Poland
  • Częstochowa University of Technology, Faculty of Mechanical Engineering and Computer Science, Department of Mechanics and Fundamentals of Machinery Design, 73 Dąbrowskiego Av., 42-201 Częstochowa, Poland
Bibliografia
  • [1] A.E. Alvarez, A.E. Martin, C.K. Estakhri, J.W. Button, C.J. Glover, S.H. Jung, Synthesis of current practice on the design, construction, and maintenance of porous friction courses (No. FHWA/TX-06/0-5262-1). (2006).
  • [2] A. Gawande, G. Zamare, V.C. Renge, S. Tayde, G. Bharsakale, An overview on waste plastic utilization in asphalting of roads. Journal of Engineering Research and Studies 3 (2), 1-5 (2012).
  • [3] A. Astm, D6927-15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures. ASTM International: West Conshohocken, PA, USA. (2015).
  • [4] H.L. Chen, T.K. Nath, S. Chong, V. Foo, C. Gibbins, A.M. Lechner, The plastic waste problem in Malaysia: management, recycling and disposal of local and global plastic waste. SN Applied Sciences 3 (4), 1-15 (2021).
  • [5] N.A. Abdullah, H. Cheang, M.H. Harun, Single-Use Plastic: Reduce or Ignore. International Journal of Law, Government and Communication 6 (26), 120-126 (2021).
  • [6] D. Krishnan, M. Ghazali, K.M. Shahid, S.S.H. Hussaim, S. Hassan, Recycling Knowledge among Malaysians Towards Maintaining Clean Environment. Journal of Tourism Hospitality and Environment Management 7 (29), 336-343 (2022).
  • [7] M.O. Hamzah, M.M. Samat, K.H. Joon, R. Muniandy, Tech, D., Bangwha2-dong, G.K. Modification of aggregate grading for porous asphalt. In Proceedings of the 3rd Eurasphaly and Eurobotume Congress, Vienna, Austria (200) (2004, May).
  • [8] J.G. Speight, Handbook of petroleum refining. CRC Press. (2016).
  • [9] Z. Ghafori Frad, M. Khabiri, T.A. Kornel, Modification of Aggregate Gradation for Simultaneous Optimization of Evaporation and Permeability of Porous Asphalt Mixtures. (2022).
  • [10] JKR/SPJ/-S4 (2008). Standard Specification for Road Works. Malaysian Public Works Department.
  • [11] K. Kumar, S. Prasad, Porous asphalt pavement a texture mix design guideline by new generation open graded friction course approach. International Journal of Engineering Science Invention Research & Development, 105 (2014).
  • [12] J. Lombardo, How porous asphalt pavements works for construction pros. Retrieved on June 15, 2021 (2020). from http://www.forconstructionpros.com/asphalt/article/21134321
  • [13] K.M. Bilal, A. Sarfraz, I. Muhammad, M. Sajid, Comparative analysis of conventional and waste polyethylene modified bituminous mixes. In 2013 the International Conference on Remote Sensing, Environment and Transportation Engineering 344-347 (RSETE 2013). Atlantis Press.
  • [14] E.E. Putri, O. Vasilsa, Improve the Marshall stability of porous asphalt pavement with HDPE addition. In MATEC Web of Conferences 276, 03005 (2019). EDP Sciences.
  • [15] E.E. Putri, M. Idral, J. Makinda, L. Gungat, Marshall Properties of porous asphalt with gondorukem rubber addition. Journal of Engineering Science and Technology 14 (1), 167-180 (2019).
  • [16] F. Mushtaq, Z. Huang, S.A.R. Shah, Y. Zhang, Y. Gao, M. Azab, S. Hussain, M.K. Anwar, Performance Optimization Approach of Polymer Modified Asphalt Mixtures with PET and PE Wastes. A Safety Study for Utilizing Eco-Friendly Circular Economy-Based SDGs Concepts (2022).
  • [17] T. Yu, H. Zhang, Y. Wang, Interaction of asphalt and water between porous asphalt pavement voids with different aging stage and its significance to drainage. Construction and Building Materials 252, 119085 (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d3f696ff-f862-435a-b006-0d9cbea80489
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.