Evaluation of the impact of recycled glass on asphalt mixture performances

Lachance-Tremblay, Éric; Vaillancourt, Michel; Perraton, Daniel

doi:10.1080/14680629.2015.1103778

Cited by 26 publications

(6 citation statements)

References 13 publications

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“…The rutting resistance of the glassphalt mixture increased but stripping resistance was negatively affected by the presence of glass. The thermal cracking resistance of the glassphalt mixture was found to be equivalent to that of the reference mixture [45]. An increase in the percentage of glass aggregate in the mixture increases the aggregate angularity and achieves better interlocking.…”

Section: Hamburg Wheel Tracking Test Results and Evaluationsmentioning

confidence: 88%

Effect of Glass Cullet Size and Hydrated Lime—Nanoclay Additives on the Mechanical Properties of Glassphalt Concrete

İskender

Aksoy

et al. 2021

Sustainability

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In this study, the use of glass waste as aggregate in asphalt mixtures was investigated. Maximum glass aggregate size options of 0.075, 2.00, 4.75 and 9.5 mm. were selected. Conventional bitumen, nanoclay-modified bitumen and hydrated lime-modified bitumen were used. Dense graded asphalt mixtures were designed according to the Marshall method. Mixtures were evaluated for low-temperature cracking, resistance to water damage, fatigue, and permanent deformation behavior with repeated creep, indirect tensile strength, indirect tensile fatigue, modified Lottman and Hamburg wheel tracking tests. Increasing glass aggregate size reduced the water damage resistance of asphalt mixtures because of the smooth surface of the glass particles and nanoclay and hydrated lime modification improved the mechanical properties of the asphalt mixtures. Using 2.00 mm sized maximum glass aggregate showed relatively less water damage and deformation properties due to higher internal friction which is due to the greater angularity of the glass particles. In addition, there was a significant correlation between repeated creep test, modified Lottman methods and Hamburg Wheel tracking test from the viewpoint of deformation and water damage assessments.

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Section: Hamburg Wheel Tracking Test Results and Evaluationsmentioning

confidence: 88%

Effect of Glass Cullet Size and Hydrated Lime—Nanoclay Additives on the Mechanical Properties of Glassphalt Concrete

İskender

Aksoy

et al. 2021

Sustainability

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“…In addition to stability, Arabani [87] and Su and Chen [86] found that asphalt mixtures with recycled glass can increase the skid resistance and night visibility of asphalt pavements, eventually leading to improved driving conditions at night. Lachance-Tremblay et al [92] found no noticeable degradation in compaction ability, rutting resistance, thermal cracking resistance, or asphalt mixture stiffness with 25% waste glass content. Shafabakhsh and Sajed [93] also found that adding waste glass can increase the stiffness modulus, dynamic properties, and resistance of asphalt mixtures against deformation and rutting.…”

Section: Asphalt Pavement Applicationsmentioning

confidence: 98%

Applications of Solar Panel Waste in Pavement Construction—An Overview

Sandanayake

Jun-hai

et al. 2022

Sustainability

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Waste from used solar panels will be a worldwide problem in the near future mainly due to the strong uptake in solar energy and the necessity of disposing solar panel systems at the end–of–life stage, as these materials are hazardous. While new techniques and strategies are often investigated to manage the end–of–life of solar panels effectively, there is huge potential in recycling and reusing solar panel waste as components for alternate products. Numerous studies have been conducted on using alternate materials instead of conventional materials in pavement construction. The current study presents a detailed review and a discussion on using solar panel waste materials in pavement construction. The findings present opportunities to use different solar panel waste materials such as glass, aluminium (Al), silicon (Si), and polymer waste as potential replacement materials in various types of pavement construction. The study also presents the current progress and future focus on experimental developments in pavements with solar panel waste to benchmark short–term and long–term characteristics. Finally, the review discusses the impediments that restrict and the drivers that can facilitate the implementation of solar panel waste in pavement construction. The main findings from this review can be used as a quantitative foundation to facilitate decisions on using different solar panel waste materials in pavement construction applications. Furthermore, such findings will also be beneficial for policymakers and industry stakeholders to implement effective supply chain strategies for promoting solar panel waste as a potential pavement construction material.

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“…The 2S2P1D model has a powerful ability to describe the LVE behavior, in both unidimensional or tri-dimensional forms, of various bituminous materials (binders, mastic, and mixtures). This model has been extensively studied in different publications, showcasing its effectiveness across a wide range of frequencies and temperatures [1,6,20,[28][29][30][31][32][33][34][35][36][37].…”

Section: Introductionmentioning

confidence: 99%

Modeling the Dynamic Properties of the Polyurethane Mixture with Dense Gradation Using the 2S2P1D Model

Zhao,

Gao,

Cui

et al. 2023

Coatings

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The polyurethane (PU) mixture is a zero-emission and high-performance engineering mixture that could replace traditional asphalt mixtures for pavement paving. This paper investigated the feasibility of using the 2S2P1D model to characterize the linear viscoelastic (LVE) properties of the PU mixture in comparison to the styrene–butadiene–styrene (SBS)-modified asphalt mixture with identical aggregate gradation and binder content. The PU mixture showed higher prediction precision for dynamic modulus and lower prediction precision for phase angle compared to the SBS-modified asphalt mixture. The seven constants of the 2S2P1D model for the PU mixture differed significantly from those of the SBS-modified asphalt mixture. The PU mixture exhibited higher elastic properties and lower creep properties, but the viscous properties represented by the index of η were different from the loss dynamic modulus, which reflected the mixture’s viscous properties. The index η cannot accurately characterize the viscous properties of the PU mixture. The 2S2P1D model exhibited a higher prediction accuracy than the Sigmoidal Christensen Anderson and Marasteanu (SCM) model and could accurately simulate the LVE properties of the PU- and SBS-modified asphalt mixtures. However, the 2S2P1D model should enhance the creep and dashpot elements to provide a more accurate characterization of the properties of the PU mixture.

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Evaluation of the impact of recycled glass on asphalt mixture performances

Cited by 26 publications

References 13 publications

Effect of Glass Cullet Size and Hydrated Lime—Nanoclay Additives on the Mechanical Properties of Glassphalt Concrete

Effect of Glass Cullet Size and Hydrated Lime—Nanoclay Additives on the Mechanical Properties of Glassphalt Concrete

Applications of Solar Panel Waste in Pavement Construction—An Overview

Modeling the Dynamic Properties of the Polyurethane Mixture with Dense Gradation Using the 2S2P1D Model

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