Effect of liquefied food waste on asphalt mixture performance

Considerable environmental concern regarding increased food wastage caused by population and economic growth has been raised worldwide. Thus, determining an alternative food waste recycling method for construction purposes is a challenge. This research evaluates a liquefied bio-product recovered fro...

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Main Author: Al-Hemedaoi, Zakariya Y. Mahssin
Format: Thesis
Language:English
Published: 2021
Subjects:
Online Access:http://eprints.utm.my/id/eprint/102243/1/ZakariyaYMahssinPSKA2021.pdf.pdf
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spelling my-utm-ep.1022432023-08-13T06:13:50Z Effect of liquefied food waste on asphalt mixture performance 2021 Al-Hemedaoi, Zakariya Y. Mahssin TA Engineering (General). Civil engineering (General) Considerable environmental concern regarding increased food wastage caused by population and economic growth has been raised worldwide. Thus, determining an alternative food waste recycling method for construction purposes is a challenge. This research evaluates a liquefied bio-product recovered from the hydrothermal liquefaction of food waste as a potential non-petroleum-based binder in asphalt pavement. Numerous parameters were evaluated to optimize the liquefaction reaction for the enhancement of the liquefied food waste (LFW) product recovered from the process. Next, LFW was used to substitute various portions of conventional asphalt binders 60/70 PEN (i.e., 5%, 10%, 15%, 20% and 30%) from the total binder weight. Then, their storage stability, physical, and rheological properties were assessed. Chemical properties, thermal decomposition, functional groups, and surface morphology analysis for LFW, conventional and modified asphalt binders were also determined. LFW provides the asphalt binder with improved rheological properties reflected by the enhanced rutting resistance for the modified asphalt binder with high performance grade. The FT-IR spectra of the LFW modified asphalt binder showed no new peak which indicates no chemical reaction occurred between asphalt binder and LFW. Morphological analysis revealed the presence of LFW boosted the quantity of heteroatoms and the polarity of the asphalt binder, which in turn is responsible for enhancing the adhesion properties between asphalt binder and aggregate. In addition, LFW asphalt mixture recorded featured performance for the creep resistance, which appeared by the highest creep stiffness with low permanent deformation as compared to the conventional mixture. This supported by the lower rutting depth measured for the modified samples compared to the conventional sample. Overall, the findings show that the LFW modified asphalt meets the standards specified for paving material and the environmental impact requirement. 2021 Thesis http://eprints.utm.my/id/eprint/102243/ http://eprints.utm.my/id/eprint/102243/1/ZakariyaYMahssinPSKA2021.pdf.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:146079 phd doctoral Universiti Teknologi Malaysia Faculty of Engineering - School of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Al-Hemedaoi, Zakariya Y. Mahssin
Effect of liquefied food waste on asphalt mixture performance
description Considerable environmental concern regarding increased food wastage caused by population and economic growth has been raised worldwide. Thus, determining an alternative food waste recycling method for construction purposes is a challenge. This research evaluates a liquefied bio-product recovered from the hydrothermal liquefaction of food waste as a potential non-petroleum-based binder in asphalt pavement. Numerous parameters were evaluated to optimize the liquefaction reaction for the enhancement of the liquefied food waste (LFW) product recovered from the process. Next, LFW was used to substitute various portions of conventional asphalt binders 60/70 PEN (i.e., 5%, 10%, 15%, 20% and 30%) from the total binder weight. Then, their storage stability, physical, and rheological properties were assessed. Chemical properties, thermal decomposition, functional groups, and surface morphology analysis for LFW, conventional and modified asphalt binders were also determined. LFW provides the asphalt binder with improved rheological properties reflected by the enhanced rutting resistance for the modified asphalt binder with high performance grade. The FT-IR spectra of the LFW modified asphalt binder showed no new peak which indicates no chemical reaction occurred between asphalt binder and LFW. Morphological analysis revealed the presence of LFW boosted the quantity of heteroatoms and the polarity of the asphalt binder, which in turn is responsible for enhancing the adhesion properties between asphalt binder and aggregate. In addition, LFW asphalt mixture recorded featured performance for the creep resistance, which appeared by the highest creep stiffness with low permanent deformation as compared to the conventional mixture. This supported by the lower rutting depth measured for the modified samples compared to the conventional sample. Overall, the findings show that the LFW modified asphalt meets the standards specified for paving material and the environmental impact requirement.
format Thesis
qualification_name Doctor of Philosophy (PhD.)
qualification_level Doctorate
author Al-Hemedaoi, Zakariya Y. Mahssin
author_facet Al-Hemedaoi, Zakariya Y. Mahssin
author_sort Al-Hemedaoi, Zakariya Y. Mahssin
title Effect of liquefied food waste on asphalt mixture performance
title_short Effect of liquefied food waste on asphalt mixture performance
title_full Effect of liquefied food waste on asphalt mixture performance
title_fullStr Effect of liquefied food waste on asphalt mixture performance
title_full_unstemmed Effect of liquefied food waste on asphalt mixture performance
title_sort effect of liquefied food waste on asphalt mixture performance
granting_institution Universiti Teknologi Malaysia
granting_department Faculty of Engineering - School of Civil Engineering
publishDate 2021
url http://eprints.utm.my/id/eprint/102243/1/ZakariyaYMahssinPSKA2021.pdf.pdf
_version_ 1776100877386383360