Sustainable Reclaimed Asphalt Emulsified Granular Mixture for Pavement Base Stabilization: Prediction of Mechanical Behavior Based on Repeated Load Triaxial Tests

Lisley Madeira Coelho (), Antônio Carlos Rodrigues Guimarães, Afonso Rangel Garcez de Azevedo and Sergio Neves Monteiro
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Lisley Madeira Coelho: Military Institute of Engineering (IME), Rio de Janeiro 22290-270, Brazil
Antônio Carlos Rodrigues Guimarães: Military Institute of Engineering (IME), Rio de Janeiro 22290-270, Brazil
Afonso Rangel Garcez de Azevedo: Civil Engineering Laboratory, North Fluminense State University (UENF), Rio de Janeiro 28013-602, Brazil
Sergio Neves Monteiro: Military Institute of Engineering (IME), Rio de Janeiro 22290-270, Brazil

Sustainability, 2024, vol. 16, issue 13, 1-14

Abstract: The stabilization of asphalt pavement bases with granular soil and aggregates emulsified with asphalt is a widely used technique in road construction and maintenance. It aims to improve the mechanical properties and durability of the lower pavement layers. Currently, there is no consensus on the most suitable method for designing emulsified granular aggregates with reclaimed asphalt pavement (RAP), as it is very complex. Therefore, the methodology is generally based on compliance with one or more volumetric or mechanical parameters established in the highway regulations for conventional asphalt mixtures, which does not guarantee the optimization and characterization of the recycled mixture in the base course. In this study, granular mixtures were developed, including five with emulsion and one emulsion-free as a control mix. Granular RAP mixes were designed in this study, including five with emulsion and one emulsion-free as a control mix. The five mixes ranged from 1% to 5% emulsion and were characterized by multi-stage triaxial tests with repeated load resilient modulus (RM) and permanent deformation (PD) to evaluate their mechanical behavior. The results showed that the mixes had RM values between 350 and 500 MPa, consistent with literature values. However, they showed similar levels of accumulated deformation to the control mix without RAP emulsion. The sample with 1 % RAP emulsion exhibited a satisfactory RM value and better performance in PD than the control mix (5 mm) and showed accumulated PD values of up to 4 mm. In contrast, the other samples exhibited deformations of up to 6 mm. In this study, the multi-stagge triaxial RM and PD tests were found to be an effective predictive method for characterizing the behavior of RAP materials in base courses, regardless of the types of admixtures contained. Multi-stage resilient modulus and PD tests can be considered as a predictive method for the behavior of milled material in base courses. They were able to provide initial data for interpreting the behavior of ETB mixtures.

Keywords: reclaimed asphalt pavement (RAP); emulsion; resilient modulus (RM); permanent deformation (PD); multi-stage (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2024
References: View complete reference list from CitEc
Citations: View citations in EconPapers (2)

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