Performance Evaluation of Grated Coconut Waste as a Bitumen Modifier

Authors

  • Wan Noor Hin Mior Sani Faculty of Civil Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, 26300 Kuantan, Pahang, Malaysia Author https://orcid.org/0000-0002-9876-8354
  • Wan Mohamad Faizrul Hakimi Wan Ahmad Sofian Faculty of Civil Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, 26300 Kuantan, Pahang, Malaysia Author
  • Syarini Mohd Amin Civil Engineering Department, Politeknik Sultan Haji Ahmad Shah, 25350 Semambu, Kuantan, Pahang, Malaysia Author
  • Mohd Zul Hanif Mahmud Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Malaysia Author https://orcid.org/0000-0001-7062-8512
  • Kabiru Usman Rogo School of Engineering Technology, Nuhu Bamalli Polytechnic, PMB 1061 Zaria, Nigeria Author https://orcid.org/0000-0003-1405-9380
  • Mohd Hazree Hashim Eng Part Supply (M) Sdn Bhd, No. B6, Jalan Gebeng 3/2, Kawasan Perindustrian Gebeng 26080 Kuantan, Pahang, Malaysia Author

DOI:

https://doi.org/10.70028/dcea.v1i1.10

Keywords:

Grated Coconut Waste, Bitumen Modifier, Bitumen Mixtures, Physical Properties, Mechanical Properties

Abstract

Coconut is extensively utilized in everyday existence, with around 3.18 million tonnes of waste, including grated coconut, being generated. Utilizing grated coconut waste as an ingredient in bitumen could alleviate the challenges encountered by environmental authorities. This study aimed to examine the impact of grated coconut waste on the characteristics of bitumen and evaluate its performance in the bitumen mixture. A mixture of bitumen 60/70 penetration grade and grated coconut waste was created, with varying percentages of 0%, 1%, 2%, and 3%. The mechanical qualities of grated coconut waste as a bitumen modifier were assessed using several tests, including the indirect tensile strength test and the Marshall stability test. The physical and mechanical characteristics of grated coconut waste as a modifier for bitumen were assessed utilizing tests for softening point test and penetration test. Based on this study, the findings for physical properties of penetration and softening point test, the used up until 3% grated coconut waste can give effect to the bitumen stiffness. One of the more significant findings to emerge from this study is that higher stability and tensile strength of 1% grated coconut waste at 10420 N and 271 kPa, respectively. In conclusion, the used of 1% grated coconut waste as a bitumen modifier resulted the positive effect to the physical properties and mechanical properties of the bitumen mixture.

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References

O. Fadele and M. Otieno, “Utilisation of supplementary cementitious materials from agricultural wastes: a review,” Proceedings of Institution of Civil Engineers: Construction Materials, vol. 175, no. 2, 2022, doi: 10.1680/jcoma.19.00098.

R.P. Jaya, M. R. Hainin, K. A. Masri, Y. Duraisamy, and E. Shaffie, “Performance of Charcoal Coconut Shell Ash in the Asphalt Mixture under Long Term Aging,” International Journal of Recent Technology and Engineering, vol. 8, no. 3S3, pp. 383–387, 2019, doi: 10.35940/ijrte.c1010.1183s319.

M. M. Nassef, Alaa R. Gabr, and Sherif M. El-Badawy, “Laboratory Evaluation of Rice Husk and Sawdust,” Mansoura Engineering Journal, (MEJ), vol. 46, no. 4, 2021.

W.N.H. Mior Sani, N.F. Allias, H. Yaacob, Z.H. Al-Saffar, and M.H. Hashim, “Utilisation of Sawdust and Charcoal Ash as Sustainable Modified Bitumen,” Smart and Green Materials, 1(1), pp. 13-32, 2024, https://doi.org/10.70028/sgm.v1i1.1.

R.P. Jaya, M.R. Hainin, N.A Hassan, H. Yaacob, M.K.I.M. Satar, M.N.M. Warid, A. Mohamed, M.E. Abdullah, and N.I. Ramli, “Marshall stability properties of asphalt mixture incorporating black rice husk ash,” Materials Today: Proceeding, 5(10), pp. 22056–22062, 2018.

R.A. Yousif, S.A. Tayh, and A.F. Jasim, “The Effect of Coconut Powder on Asphalt Binder Performance under Laboratory Conditions,” Journal of Engineering and Technological Sciences, vol. 55, no. 5, pp. 577–586, 2023, doi: 10.5614/j.eng.technol.sci.2023.55.5.7.

M. Ashfaq and S.V. George, “A comparative study on coconut fiber and pet for increasing the stability of stone matrix asphalt,” International Journal of Scientific & Technology Research, vol. 8, no. 11, 2019.

M.E. Abdullah, N.N.M. Rosni, R.P. Jaya, H. Yaacob, N.A. Hassan, and Agussabti, “Effect of charcoal ash coconut shell from waste material at different size on the physical properties of bitumen,” in Key Engineering Materials, 2017. doi: 10.4028/www.scientific.net/KEM.744.121.

S.N.A. Jeffry, R.P. Jaya, N.A. Hassan, H. Yaacob, J. Mirza, and S.H. Drahman, “Effects of nanocharcoal coconut-shell ash on the physical and rheological properties of bitumen,” Constr Build Mater, vol. 158, pp. 1–10, 2018, doi: 10.1016/j.conbuildmat.2017.10.019.

A. Fareed, S.B.A. Zaidi, N. Ahmad, I. Hafeez, A. Ali, and M.F. Ahmad, “Use of agricultural waste ashes in asphalt binder and mixture: A sustainable solution to waste management,” Constr Build Mater, vol. 259, p. 120575, 2020, doi: 10.1016/j.conbuildmat.2020.120575.

K.S. Ukanwa, K. Patchigolla, R. Sakrabani, E. Anthony, and S. Mandavgane, “A review of chemicals to produce activated carbon from agricultural waste biomass,” Sustainability, 11(22), 6204.

ASTM D5, “Standard test method for penetration of bituminous materials,” 2013.

ASTM D36, “Standard test method for softening point of bitumen (ring-and-ball apparatus),” Manual on Hydrocarbon Analysis, 6th Edition, 2014, doi: 10.1520/mnl10830m.

ASTM D2726, “Standard test method for bulk specific gravity and density of non-absorptive compacted bituminous mixtures,” American Society for Testing and Materials, 2000.

ASTM D4402, “Standard test method for viscosity determination of asphalt at elevated temperatures using a rotational viscometer,” Annual Book of ASTM Standards, vol. 94, no. C, 2006.

R. Mamat, M.R. Hainin, N.A Hassan, M.N.M. Warid, M.K.I.M. Satar, and N.A.A. Rahman, “Chemical Properties of Modified Bitumen Incorporating Coconut Char,” Road and Airfield Pavement Technology: Proceedings of 12th International Conference on Road and Airfield Pavement Technology, vol. 193, 2022.

S.N.A. Jeffry, “Performance of nanocarbon from coconut shell ash as bitumen modifier in asphalt mixture,” PhD Dissertation, Universiti Teknologi Malaysia, 2019.

BS EN 1097-2, “Tests for mechanical and physical properties of aggregates. Part 2, Methods for the determination of resistance to fragmentation”. 2020.

JKR Malaysia, “Standard specification for road works, section 4: flexible pavement,” pp. 1–187, 2008.

J. Read and D. Whiteoak, “The Shell Bitumen Handbook”, Fifth. London, UK: Thomas Telford Publishing, 2003.

ASTM D6927, “Standard test method for Marshall stability and flow of asphalt mixtures. designation” American Society for Testing Materials, vol. i, 2015.

ASTM D6931, “Standard test method for indirect tensile (IDT) strength of bituminous mixtures 1,” 2012, doi: 10.1520/D6931-12.

S. Poovaneshvaran, M. Rosli, M. Hasan, and R.P. Jaya, “Impacts of recycled crumb rubber powder and natural rubber latex on the modified asphalt rheological behaviour, bonding, and resistance to shear” Construction and Building Materials, 234, 2020.

N.C. Ming, R.P. Jaya, H. Awang, N.L. Siaw Ing, M.R. Mohd Hasan, and Z.H. Al-Saffar, “Performance of glass powder as bitumen modifier in hot mix asphalt,” Physics and Chemistry of the Earth, vol. 128, 2022, doi: 10.1016/j.pce.2022.103263.

H. Yaacob, R.P. Jaya, A.H. Madzaili, N.A. Hassan, M.E. Abdullah, and D.S. Jayanti, “Stiffness modulus and creep properties of the coconut shell in an asphalt mixture,” Journal of Fundamental and Applied Sciences, vol. 9, no. 6S, p. 50, 2018, doi: 10.4314/jfas.v9i6s.5.

W.N.H.M. Sani, R.P. Jaya, and K.A. Masri, “Performance of hybrid asphalt mixture through the stability and tensile strength,” The Open Civil Engineering Journal, vol. 17, no. 1, 2023, doi: 10.2174/0118741495271362231111102911.

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Published

2024-10-22

How to Cite

Performance Evaluation of Grated Coconut Waste as a Bitumen Modifier. (2024). Disaster in Civil Engineering and Architecture, 1(1), 38-54. https://doi.org/10.70028/dcea.v1i1.10

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