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

Author:

Sofo Hassan1ORCID,Mohammed Mohagir2ORCID,Sidick Batran3

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>)

Publisher

Science Publishing Group

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