Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model

Hassan Alaguid Ibrahim Sofo; Mohagir Ahmed Mohammed; Batran Sidick

doi:doi:10.11648/j.ijmsa.20241303.13

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| Peer-Reviewed

Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model

Hassan Alaguid Ibrahim Sofo^*

, Mohagir Ahmed Mohammed

, Batran Sidick

Published in International Journal of Materials Science and Applications (Volume 13, Issue 3)

Received: 16 May 2024 Accepted: 3 June 2024 Published: 19 June 2024

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Abstract

The wet recycling process of plastic waste was used to design a composite material (asphalt concrete) following the Duriez method. This process aims to improve the rheological performance of asphalt concrete by transforming PET on powdery and added to bitumen. To attend this objective, Doehlert' surface plane was used to assess how the asphalt rate, the PET rate and size, and then the aggregate rate affected the stability (wet and dry) and, in turn, the immersion/compression strength index (RI/C), the absorption capacity, the compactness as well as the void that could be filled by the 0/10 AC (asphalt concrete). All quadratic multivariate polynomial models with interactions were obtained and validated in order to optimize the responses. Thus, the physical characterization made it possible to obtain an asphalt concrete with good mechanical characteristics. In addition, it was observed that the selected factors had a different impact on the responses, which are: IR/C; the water absorption capacity, compactness and void filled by the binder by significantly increasing or decreasing them in simple, quadratic and interaction contributions. From the multi-response optimization, the objective was to obtain a composite material (Asphalt-PET-Aggregates) with has the best rheological characteristic, resulted in the following compromise: Bitumen rate 7%, PET 6% of asphalt, PET size 0,5mm; Aggregate content 93%. The simulated optimal values yielded the following responses were: 0.77 RI/C, immersion/compressive strength (Y._RI/C); 2.9%, absorption capacity (Y._WAC); 94%, compactness (Y._C); 71% void filled by asphalt (Y._VFA)

Published in	International Journal of Materials Science and Applications (Volume 13, Issue 3)
DOI	10.11648/j.ijmsa.20241303.13
Page(s)	48-60
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Wet Process, PET-modified Bitumen, Asphalt Concrete 0/10, Duriez, Rheological Characteristic, Optimization

References

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[2]	ASCO TP, A. p. (2007). Formulation des enrobés bitumineux. Récupéré sur https://www.planete-tp-plus.com/fr/spip.php?article800
[3]	Babalghaith, A., Koting, S., Ramli Sulong, N., & Karim, M. (2019). Optimization of mixing time for polymer modified asphalt. IOP Conf. Ser. Mater. Sci. Eng., (pp. 512, 012030.).
[4]	Baş D., a. B. (2007). Modeling and optimisation I: Usability of response surface.
[5]	Dalgaard, P. &. (1998). Predicted and observed growth of Listeria monocytogenes in seafood challenge tests and in naturally contaminated cold-smoked salmon.. International Journal of Food Microbiology, 40(1-2), 105-115. https://doi.org/10.1016/S0168-1605(98)00019-1
[6]	Dumont, A. G. (2004). Composants minéraux, Matériaux routiers bitumineux. Tome 1, Editions Lavoisier.
[7]	DURIEZ M, A. J. (1959). Liants routiers et enrobés. Editions Dunod et Editions du Moniteur des Travaux Publics,. Paris. 553 p.
[8]	E. Ahmadinia, M. Z. (2011). Using waste plastic bottles as additive for stone mastic asphalt, Mater.. Design 32, 4844–4849.
[9]	Fengchi Xu, Y. Z. (2022). Using Waste Plastics as Asphalt Modifier: A Review. Materials MDPI, 2. https://doi.org/10.3390/ma15010110
[10]	Hocine, & Hadidane. (2018). Contribution à l'amelioration du comportement des corps de chaussées avec l'utilisation des materiaux recyclés. Thèse de doctorat, 1.
[11]	Jassim, H. M., Mahmood, O. T., & Ahmed, S. A. (2014). Optimum Use of Plastic Waste to Enhance the Marshall Properties and Moisture Resistance of Hot Mix Asphalt. International Journal of Engineering Trends and Technology (IJETT), 18-25. https://doi.org/10.14445/22315381/IJETT-V7P223
[12]	Joglekar A. M., a. M. (1987). Product excellence through design of experiments..
[13]	LCPC. (1998). Catalogue des dégradations de surface des chaussées,. Laboratoire Central des Ponts et Chaussées, Méthode d'essai n°52, complément n°38-2,.
[14]	Mohagir, A. M. (2010). Optimisation of press extraction and decolourisation of shea (Vitellaria paradoxa Gaertner F.) butter. NGAOUNDERE. https://doi.org/10.12691/ajfst-3-4-2
[15]	Ramond, G. L. (2004). Adhésion Liant Granulats, Matériaux routiers bitumineux,. Tome 1, Editions Lavoisier.
[16]	Vasudevan R, N. S. (2007). Utilization of Waste Polymers for Flexible Pavement and Easy Disposal of Waste Polymers. Proceedings of the International Conference on Sustainable Solid.

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APA Style

Sofo, H. A. I., Mohammed, M. A., Sidick, B. (2024). Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model. International Journal of Materials Science and Applications, 13(3), 48-60. https://doi.org/10.11648/j.ijmsa.20241303.13

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ACS Style

Sofo, H. A. I.; Mohammed, M. A.; Sidick, B. Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model. Int. J. Mater. Sci. Appl. 2024, 13(3), 48-60. doi: 10.11648/j.ijmsa.20241303.13

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AMA Style

Sofo HAI, Mohammed MA, Sidick B. Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model. Int J Mater Sci Appl. 2024;13(3):48-60. doi: 10.11648/j.ijmsa.20241303.13

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@article{10.11648/j.ijmsa.20241303.13,
  author = {Hassan Alaguid Ibrahim Sofo and Mohagir Ahmed Mohammed and Batran Sidick},
  title = {Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model
},
  journal = {International Journal of Materials Science and Applications},
  volume = {13},
  number = {3},
  pages = {48-60},
  doi = {10.11648/j.ijmsa.20241303.13},
  url = {https://doi.org/10.11648/j.ijmsa.20241303.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijmsa.20241303.13},
  abstract = {The wet recycling process of plastic waste was used to design a composite material (asphalt concrete) following the Duriez method. This process aims to improve the rheological performance of asphalt concrete by transforming PET on powdery and added to bitumen. To attend this objective, Doehlert' surface plane was used to assess how the asphalt rate, the PET rate and size, and then the aggregate rate affected the stability (wet and dry) and, in turn, the immersion/compression strength index (RI/C), the absorption capacity, the compactness as well as the void that could be filled by the 0/10 AC (asphalt concrete). All quadratic multivariate polynomial models with interactions were obtained and validated in order to optimize the responses. Thus, the physical characterization made it possible to obtain an asphalt concrete with good mechanical characteristics. In addition, it was observed that the selected factors had a different impact on the responses, which are: IR/C; the water absorption capacity, compactness and void filled by the binder by significantly increasing or decreasing them in simple, quadratic and interaction contributions. From the multi-response optimization, the objective was to obtain a composite material (Asphalt-PET-Aggregates) with has the best rheological characteristic, resulted in the following compromise: Bitumen rate 7%, PET 6% of asphalt, PET size 0,5mm; Aggregate content 93%. The simulated optimal values yielded the following responses were: 0.77 RI/C, immersion/compressive strength (Y.RI/C); 2.9%, absorption capacity (Y.WAC); 94%, compactness (Y.C); 71% void filled by asphalt (Y.VFA)
},
 year = {2024}
}

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TY  - JOUR
T1  - Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model

AU  - Hassan Alaguid Ibrahim Sofo
AU  - Mohagir Ahmed Mohammed
AU  - Batran Sidick
Y1  - 2024/06/19
PY  - 2024
N1  - https://doi.org/10.11648/j.ijmsa.20241303.13
DO  - 10.11648/j.ijmsa.20241303.13
T2  - International Journal of Materials Science and Applications
JF  - International Journal of Materials Science and Applications
JO  - International Journal of Materials Science and Applications
SP  - 48
EP  - 60
PB  - Science Publishing Group
SN  - 2327-2643
UR  - https://doi.org/10.11648/j.ijmsa.20241303.13
AB  - The wet recycling process of plastic waste was used to design a composite material (asphalt concrete) following the Duriez method. This process aims to improve the rheological performance of asphalt concrete by transforming PET on powdery and added to bitumen. To attend this objective, Doehlert' surface plane was used to assess how the asphalt rate, the PET rate and size, and then the aggregate rate affected the stability (wet and dry) and, in turn, the immersion/compression strength index (RI/C), the absorption capacity, the compactness as well as the void that could be filled by the 0/10 AC (asphalt concrete). All quadratic multivariate polynomial models with interactions were obtained and validated in order to optimize the responses. Thus, the physical characterization made it possible to obtain an asphalt concrete with good mechanical characteristics. In addition, it was observed that the selected factors had a different impact on the responses, which are: IR/C; the water absorption capacity, compactness and void filled by the binder by significantly increasing or decreasing them in simple, quadratic and interaction contributions. From the multi-response optimization, the objective was to obtain a composite material (Asphalt-PET-Aggregates) with has the best rheological characteristic, resulted in the following compromise: Bitumen rate 7%, PET 6% of asphalt, PET size 0,5mm; Aggregate content 93%. The simulated optimal values yielded the following responses were: 0.77 RI/C, immersion/compressive strength (Y.RI/C); 2.9%, absorption capacity (Y.WAC); 94%, compactness (Y.C); 71% void filled by asphalt (Y.VFA)

VL  - 13
IS  - 3
ER  -

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Author Information

Hassan Alaguid Ibrahim Sofo

Physic and Engineering Science Department, Doctoral School of Science, Technical and Environment, N’Djamena, Chad

Contact Email

http://orcid.org/0009-0006-9996-6228
Mohagir Ahmed Mohammed

Faculty of Pure and Applied Science, University of N’Djamena, N’Djamena, Chad

Contact Email

http://orcid.org/0000-0002-6953-9173
Batran Sidick

Geoscience Department, National School of Public Works, N’Djamena, Chad

Contact Email

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Plain Text BibTeX RIS

APA Style

Sofo, H. A. I., Mohammed, M. A., Sidick, B. (2024). Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model. International Journal of Materials Science and Applications, 13(3), 48-60. https://doi.org/10.11648/j.ijmsa.20241303.13

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ACS Style

Sofo, H. A. I.; Mohammed, M. A.; Sidick, B. Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model. Int. J. Mater. Sci. Appl. 2024, 13(3), 48-60. doi: 10.11648/j.ijmsa.20241303.13

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AMA Style

Sofo HAI, Mohammed MA, Sidick B. Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model. Int J Mater Sci Appl. 2024;13(3):48-60. doi: 10.11648/j.ijmsa.20241303.13

Copy | Download

@article{10.11648/j.ijmsa.20241303.13,
  author = {Hassan Alaguid Ibrahim Sofo and Mohagir Ahmed Mohammed and Batran Sidick},
  title = {Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model
},
  journal = {International Journal of Materials Science and Applications},
  volume = {13},
  number = {3},
  pages = {48-60},
  doi = {10.11648/j.ijmsa.20241303.13},
  url = {https://doi.org/10.11648/j.ijmsa.20241303.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijmsa.20241303.13},
  abstract = {The wet recycling process of plastic waste was used to design a composite material (asphalt concrete) following the Duriez method. This process aims to improve the rheological performance of asphalt concrete by transforming PET on powdery and added to bitumen. To attend this objective, Doehlert' surface plane was used to assess how the asphalt rate, the PET rate and size, and then the aggregate rate affected the stability (wet and dry) and, in turn, the immersion/compression strength index (RI/C), the absorption capacity, the compactness as well as the void that could be filled by the 0/10 AC (asphalt concrete). All quadratic multivariate polynomial models with interactions were obtained and validated in order to optimize the responses. Thus, the physical characterization made it possible to obtain an asphalt concrete with good mechanical characteristics. In addition, it was observed that the selected factors had a different impact on the responses, which are: IR/C; the water absorption capacity, compactness and void filled by the binder by significantly increasing or decreasing them in simple, quadratic and interaction contributions. From the multi-response optimization, the objective was to obtain a composite material (Asphalt-PET-Aggregates) with has the best rheological characteristic, resulted in the following compromise: Bitumen rate 7%, PET 6% of asphalt, PET size 0,5mm; Aggregate content 93%. The simulated optimal values yielded the following responses were: 0.77 RI/C, immersion/compressive strength (Y.RI/C); 2.9%, absorption capacity (Y.WAC); 94%, compactness (Y.C); 71% void filled by asphalt (Y.VFA)
},
 year = {2024}
}

Copy | Download

TY  - JOUR
T1  - Recycling of Waste Plastic PET on Asphalt Concrete (AC) by Using Application of Response Surface Methodology: Effect of PET on AC Formulated by Duriez Model

AU  - Hassan Alaguid Ibrahim Sofo
AU  - Mohagir Ahmed Mohammed
AU  - Batran Sidick
Y1  - 2024/06/19
PY  - 2024
N1  - https://doi.org/10.11648/j.ijmsa.20241303.13
DO  - 10.11648/j.ijmsa.20241303.13
T2  - International Journal of Materials Science and Applications
JF  - International Journal of Materials Science and Applications
JO  - International Journal of Materials Science and Applications
SP  - 48
EP  - 60
PB  - Science Publishing Group
SN  - 2327-2643
UR  - https://doi.org/10.11648/j.ijmsa.20241303.13
AB  - The wet recycling process of plastic waste was used to design a composite material (asphalt concrete) following the Duriez method. This process aims to improve the rheological performance of asphalt concrete by transforming PET on powdery and added to bitumen. To attend this objective, Doehlert' surface plane was used to assess how the asphalt rate, the PET rate and size, and then the aggregate rate affected the stability (wet and dry) and, in turn, the immersion/compression strength index (RI/C), the absorption capacity, the compactness as well as the void that could be filled by the 0/10 AC (asphalt concrete). All quadratic multivariate polynomial models with interactions were obtained and validated in order to optimize the responses. Thus, the physical characterization made it possible to obtain an asphalt concrete with good mechanical characteristics. In addition, it was observed that the selected factors had a different impact on the responses, which are: IR/C; the water absorption capacity, compactness and void filled by the binder by significantly increasing or decreasing them in simple, quadratic and interaction contributions. From the multi-response optimization, the objective was to obtain a composite material (Asphalt-PET-Aggregates) with has the best rheological characteristic, resulted in the following compromise: Bitumen rate 7%, PET 6% of asphalt, PET size 0,5mm; Aggregate content 93%. The simulated optimal values yielded the following responses were: 0.77 RI/C, immersion/compressive strength (Y.RI/C); 2.9%, absorption capacity (Y.WAC); 94%, compactness (Y.C); 71% void filled by asphalt (Y.VFA)

VL  - 13
IS  - 3
ER  -

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