Feasibility study of waste ceramic powder as a filler alternative for asphalt mastics using the DSR

Rochlani, Mrinali; Falla, Gustavo Canon; Wellner, Frohmut; Wang, Dawei; Fan, Zepeng; Leischner, Sabine

doi:10.1080/14680629.2020.1778508

Cited by 17 publications

(5 citation statements)

References 18 publications

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“…CWP modified asphalt shows that the permanent strain and total strain of asphalt mixture during loading unloading can be significantly reduced which causes improvement in resistance to permanent deformation [13]. CWP is likely to be use significantly and effectively as a mineral filler in asphalt mix as it provides high stiffness, good aging properties, good interaction with bitumen, and high resistance to rutting and same fatigue performance to conventional limestone filler [8]. It has been evaluated that asphalt mixture prepared with CWP shows better performance in high and low temperature properties [14].…”

Section: IImentioning

confidence: 99%

“…The design method that we are going to use in our research is Marshall Mix design, but the compaction equipment is gyratory compactor. The main reason behind gyratory compactor is that compaction also plays a very important role in improving the pavement performance under heavy traffic [8] [9].The point of matter is to make such steps that can make asphalt mix design effectively strengthen, economical, environment friendly and durable, simply to increase the mechanical properties of hot mix asphalt. Research shows that using CWP as a filler material in hot mix asphalt gives high stiffness, better bitumen interaction with filler, good aging properties and high resistance to rutting in HMA as compared to controlled samples [10].…”

Section: Introductionmentioning

confidence: 99%

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Effect of Ceramic Waste Powder on Rutting and Dynamic Modulus of Asphalt Mixture

Khan,

Khan

2023

IJRASET

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Aggregates, asphalt binder, and mineral filler are blended in appropriate proportions to guarantee the desired characteristics of asphalt. Besides from aggregates and bitumen, the role of filler material in HMA is critical since it affects the mechanical characteristics and serviceability particularly when subjected to wheel load. The current research investigated the effect of Ceramic Waste Powder (CWP) used as filler in terms of rutting, and dynamic modulus of asphalt mixtures when used in different proportions 20%, 40%, 60%, 80% and 100% by weight of Marshall Specimen, and the results were compared to conventional mixture employing stone dust as a filler. The performance testing revealed that the rut resistance increases with the increase in CWP content from 40 % to 60 % in asphalt mixtures and showed 21 %, and 58 % decrease in rut depth value to that of conventional asphalt mixture at 55 ℃ respectively. While dynamic modulus increases as the frequency of the applied load increases from 0.1 Hz to 25 Hz and it decreases when the temperature of the dynamic modulus test increases from 4.4 °C to 54 °C. Higher values of Dynamic Modulus are observed at 21.1°C and 37.8 °C temperature for all frequencies. Therefore, using CWP as filler in asphalt not only increases the mechanical properties of HMA but also be a suitable approach towards reducing ceramic waste pollution.

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Section: IImentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Effect of Ceramic Waste Powder on Rutting and Dynamic Modulus of Asphalt Mixture

Khan,

Khan

2023

IJRASET

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“…One area for substitution is the use of mineral powders in asphalt mixes, which can be completely or partially replaced by using waste materials such as waste tire rubber powder, slag, ceramic powder, calcareous sand, and volcanic ash [ 29 , 30 ]. Rochlani’s research showed that the porous structure and large specific surface area of ceramic powder are major factors that contribute to the higher stiffness, improved aging characteristics, stronger interaction between the asphalt and filler, and greater resistance to rutting in ceramic powder asphalt mastic [ 31 ]. Zhao’s study found that when used in preparation of asphalt mastic, coral reef geotechnical materials provide comparable low-temperature performance but slightly poorer high-temperature performance compared to conventional materials, thereby offering a new possibility for island asphalt pavement construction [ 32 ].…”

Section: Introductionmentioning

confidence: 99%

The Effect of GFRP Powder on the High and Low-Temperature Properties of Asphalt Mastic

et al. 2023

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Glass fiber reinforced polymer (GFRP) is the main composite material used in wind turbine blades. In recent years, zero-carbon energy sources such as wind power have been widely used to reduce carbon emissions, resulting in a large amount of waste GFRP, and causing serious environmental problems. To explore efficient ways to recycle waste GFRP, this study explores the impact of adding GFRP powder (nominal maximum particle size ≤ 0.075 mm) on the high and low temperature properties of asphalt mastic. Samples of GFRP asphalt mastics were prepared with filler-asphalt mass ratios of 0.01:1, 0.1:1, 0.8:1, and 1:1, as well as two control samples of limestone filler asphalt mastics with filler-asphalt mass ratios of 0.8:1 and 1:1. The study analyzed the effect of GFRP on the asphalt mastic’s performance using temperature sweep, MSCR, and BBR tests. Results showed that the presence of GFRP improved the high-temperature resistance and recovery of asphalt mastic but led to decreased low-temperature crack resistance. The results suggest that GFRP has the potential to be used as a filler in asphalt mastic, with a recommended filler-asphalt mass ratio range of less than 0.8:1 for optimal low-temperature performance. However, further research is necessary to determine the optimal content of GFRP in asphalt mastic and to study its impact on other road performance metrics.

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“…Liu et al compared the variation in three filler-bitumen adhesion properties with temperature change using ∆G, K-B-G, L-A-δ, and K-B-δ indices [17,18]. Mrinali studied the rheology of waste-ceramicpowder-bitumen mastic, which did not make use of limestone, by applying the DSR and the 2S2P1D model [19]. All these studies have shown that the interaction between filler and asphalt can be plausibly demonstrated with the help of rheological properties.…”

Section: Introductionmentioning

confidence: 99%

Evaluation of Adhesive Properties of Different Mineral Compositions in Asphalt Mixtures with Experimental and Molecular Dynamics Analyses

et al. 2023

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The adhesion between bitumen and mineral composition plays a vital role for the performance of asphalt mixtures. This study compares the adhesion of limestone, dolomite, and granodiorite to bitumen and evaluates the effects of different mineral components on adhesion. Three kinds of aggregates were tested through rolling-bottle tests. Afterwards, the respective fillers were integrated into asphalt mastic in a 1.6:1 mass ratio with bitumen and were subjected to frequency scan tests separately. A modified Luis Ibrarra-A model, K. Ziegel-B model, and K-B-G model were used to evaluate the bitumen–filler interactions based on the rheology of the asphalt mastic. In addition, the interface behavior between eight mineral components from these fillers/aggregates and bitumen were investigated by molecular dynamics (MD) simulations. The work of the adhesion and molecule concentration profiles were obtained from MD simulations. The results showed that the limestone and dolomite had better interfacial adhesion to the bitumen than the granodiorite. The calcium oxide and titanium oxide had the highest potential adsorption effect on the bitumen. Moreover, the high calcium oxide content contributed to better bitumen adhesion with the limestone and dolomite than with the granodiorite, which was further confirmed by additional molecule concentration profile analysis. This research contributes to the in-depth understanding of the effect of different chemical properties on the performance of asphalt mastic and the selection of suitable mineral components to improve the bitumen–filler/aggregate interface and asphalt mixture performance in general.

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Feasibility study of waste ceramic powder as a filler alternative for asphalt mastics using the DSR

Cited by 17 publications

References 18 publications

Effect of Ceramic Waste Powder on Rutting and Dynamic Modulus of Asphalt Mixture

Effect of Ceramic Waste Powder on Rutting and Dynamic Modulus of Asphalt Mixture

The Effect of GFRP Powder on the High and Low-Temperature Properties of Asphalt Mastic

Evaluation of Adhesive Properties of Different Mineral Compositions in Asphalt Mixtures with Experimental and Molecular Dynamics Analyses

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