Affiliation:
1. Physic and Engineering Science Department, Doctoral School of Science, Technical and Environment, N’Djamena, Chad
2. Faculty of Pure and Applied Science, University of N’Djamena, N’Djamena, Chad
3. Geoscience Department, National School of Public Works, N’Djamena, Chad
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.<SUB>RI/C</SUB>); 2.9%, absorption capacity (Y.<SUB>WAC</SUB>); 94%, compactness (Y.<SUB>C</SUB>); 71% void filled by asphalt (Y.<SUB>VFA</SUB>)
Reference16 articles.
1. ALIAPUR. (2013). Surface specifique. https://www.aliapur.fr/uploads/pdfs/technigom-surface-specifique_1.pdf
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