Abstract:The introduction of new road-building materials with advanced physical and mechanical properties is the trend in contemporary civil engineering, which aims to increase the quality of road surfaces. The use of cast asphalt concrete in the upper layers of road surfaces as a replacement for layers made of traditional fine-grained asphalt concrete will not only increase the pace of construction and repair, but also the durability and quality of the road pavement. However, this method requires operational and econo… Show more
“…These effects were observed by (Boukhari et al, 2015) which recommended the addition content between 2% to 8%. Furthermore, the optimal amount of fiber from fly ash in cast hot asphalt concrete is 4.0% of the mass (Bieliatynskyi et al, 2022) and 10wt% with waste plastic bags (Kowanou, 2014). The incorporation of glass particles at 10wt% in the mixtures increase the performance of bituminous coating of type ESG10 and GB20 (Bachand, 2018).…”
Section: Samples Of Asphalt Oncretementioning
confidence: 99%
“…As a result, there is a huge proliferation of this plastic waste, leading to environmental problems given its nonbiodegradable nature. The introduction of new road-building materials with advanced physical and mechanical properties is the trend in contemporary civil engineering, which aims to increase the quality of road surfaces (Bieliatynskyi et al, 2022) and safety (St-Jacques et al, 2009). According to previous research work, the mixtures modified with recycled-plastic additives (Russo et al, 2022;Pugin et al, 2022), the addition of fiber from the fly ash of thermal power plants (Bieliatynskyi et al, 2022), the glass particle, showed higher stiffness and tenacity and as expected though, with specified physical, mechanical and operational properties in line with the literature.…”
Section: Introductionmentioning
confidence: 99%
“…The introduction of new road-building materials with advanced physical and mechanical properties is the trend in contemporary civil engineering, which aims to increase the quality of road surfaces (Bieliatynskyi et al, 2022) and safety (St-Jacques et al, 2009). According to previous research work, the mixtures modified with recycled-plastic additives (Russo et al, 2022;Pugin et al, 2022), the addition of fiber from the fly ash of thermal power plants (Bieliatynskyi et al, 2022), the glass particle, showed higher stiffness and tenacity and as expected though, with specified physical, mechanical and operational properties in line with the literature. And asphalt with an added polymer material which is elastomeric can increase the durability of road pavements and the stability of the asphalt concrete mixture (Yanuar et al, 2021;Hadidane et al, 2015).…”
The aim of the study is to formulate a new composite material for road pavement by combining asphalt concrete with waste plastic bags (WPB). The study focused on enhancing the physical and mechanical properties of the composite materials by adding varying proportion of WPB. WPB is prepared simply by cleaning and melting them at 300 °C. Then, the melted WPB is mixed with asphalt at 170 °C for 2 to 3 minutes. The resulting mixtures contained different content of WPB by weight such as 0wt%, 5wt%, 10wt%,15wt% and 20wt%. The homogenized mixtures underwent penetration and softening point tests. Additionally, Marshall stability tests were conducted with 0/14 aggregates, along with asphalt concrete (AC) flow tests, Duriez stability reports, and AC compacity tests. The water content of AC was also examined. The results show that as the content of WPB increased, penetration values exhibited a consistent linear decrease. The incorporation of WPB resulted in an average increase of 22.64% in the softening point of asphalt. Increasing the content of WPB led to an average 72.07% rise in Marshall stability, accompanied by a concurrent 29.47% decrease in AC flow. In addition, at 10wt% WPB incorporation, there was an optimal Voids in Mineral Aggregates (VIM) value of 2.07%. The Duriez test revealed an average increase of 15.18% in the stability of asphalt concrete. The compacity of asphalt concrete (AC) experienced an increase, and concurrently, the AC water content also increased. Conclusively, the incorporation of melted WPB effectively improved the physical and mechanical properties of asphalt, showcasing promising prospects for road pavement applications. The study suggests that the polymer-modified asphalt is achieved with WPB loading optimal ranging from 5wt% to 10wt%. This innovative approach holds potential significance, especially in underdeveloped countries where there is an abundant supply of waste plastic bags.
“…These effects were observed by (Boukhari et al, 2015) which recommended the addition content between 2% to 8%. Furthermore, the optimal amount of fiber from fly ash in cast hot asphalt concrete is 4.0% of the mass (Bieliatynskyi et al, 2022) and 10wt% with waste plastic bags (Kowanou, 2014). The incorporation of glass particles at 10wt% in the mixtures increase the performance of bituminous coating of type ESG10 and GB20 (Bachand, 2018).…”
Section: Samples Of Asphalt Oncretementioning
confidence: 99%
“…As a result, there is a huge proliferation of this plastic waste, leading to environmental problems given its nonbiodegradable nature. The introduction of new road-building materials with advanced physical and mechanical properties is the trend in contemporary civil engineering, which aims to increase the quality of road surfaces (Bieliatynskyi et al, 2022) and safety (St-Jacques et al, 2009). According to previous research work, the mixtures modified with recycled-plastic additives (Russo et al, 2022;Pugin et al, 2022), the addition of fiber from the fly ash of thermal power plants (Bieliatynskyi et al, 2022), the glass particle, showed higher stiffness and tenacity and as expected though, with specified physical, mechanical and operational properties in line with the literature.…”
Section: Introductionmentioning
confidence: 99%
“…The introduction of new road-building materials with advanced physical and mechanical properties is the trend in contemporary civil engineering, which aims to increase the quality of road surfaces (Bieliatynskyi et al, 2022) and safety (St-Jacques et al, 2009). According to previous research work, the mixtures modified with recycled-plastic additives (Russo et al, 2022;Pugin et al, 2022), the addition of fiber from the fly ash of thermal power plants (Bieliatynskyi et al, 2022), the glass particle, showed higher stiffness and tenacity and as expected though, with specified physical, mechanical and operational properties in line with the literature. And asphalt with an added polymer material which is elastomeric can increase the durability of road pavements and the stability of the asphalt concrete mixture (Yanuar et al, 2021;Hadidane et al, 2015).…”
The aim of the study is to formulate a new composite material for road pavement by combining asphalt concrete with waste plastic bags (WPB). The study focused on enhancing the physical and mechanical properties of the composite materials by adding varying proportion of WPB. WPB is prepared simply by cleaning and melting them at 300 °C. Then, the melted WPB is mixed with asphalt at 170 °C for 2 to 3 minutes. The resulting mixtures contained different content of WPB by weight such as 0wt%, 5wt%, 10wt%,15wt% and 20wt%. The homogenized mixtures underwent penetration and softening point tests. Additionally, Marshall stability tests were conducted with 0/14 aggregates, along with asphalt concrete (AC) flow tests, Duriez stability reports, and AC compacity tests. The water content of AC was also examined. The results show that as the content of WPB increased, penetration values exhibited a consistent linear decrease. The incorporation of WPB resulted in an average increase of 22.64% in the softening point of asphalt. Increasing the content of WPB led to an average 72.07% rise in Marshall stability, accompanied by a concurrent 29.47% decrease in AC flow. In addition, at 10wt% WPB incorporation, there was an optimal Voids in Mineral Aggregates (VIM) value of 2.07%. The Duriez test revealed an average increase of 15.18% in the stability of asphalt concrete. The compacity of asphalt concrete (AC) experienced an increase, and concurrently, the AC water content also increased. Conclusively, the incorporation of melted WPB effectively improved the physical and mechanical properties of asphalt, showcasing promising prospects for road pavement applications. The study suggests that the polymer-modified asphalt is achieved with WPB loading optimal ranging from 5wt% to 10wt%. This innovative approach holds potential significance, especially in underdeveloped countries where there is an abundant supply of waste plastic bags.
“…In the United Kingdom, based on the material's characteristics, gussasphalt concrete was improved and defined as mastic asphalt concrete. The mastic asphalt concrete production process is complex, requiring adding asphalt and aggregate in batches, then mixing for up to 6 h, and finally paving and forming with a special paver [1,2]. In the long-term mixing process, the viscosity of mastic asphalt concrete gradually decreases with the increase in mixing time.…”
In order to analyze the thixotropy of mastic asphalt concrete during the mixing process, the factors affecting the thixotropy of mastic asphalt binder and asphalt mastic are studied, and the measures to shorten the mixing time of mastic asphalt mixture are given. The dynamic viscosity of mastic asphalt binder and asphalt mastic with time and shear rate is obtained via the step frequency method, and the thixotropic constitutive models of mastic asphalt binder and asphalt mastic are constructed by structural dynamics model, exponential equation, and extended exponential equation respectvely. The improved time thixotropy index is used to analyze the effects of asphalt type, asphalt–aggregate ratio, filler type, heating temperature, and shear rate, and the laws of various factors affecting the thixotropy of mastic asphalt binder and asphalt mastic are obtained. The research shows that the extended exponential model can better characterize the thixotropy of mastic asphalt binder and asphalt mastic under different shear rates. When the amount of lake asphalt or cement is increased, the viscosity of the system and the mixing time to reach a steady viscosity increases; that is, the mixing time needs to be increased. Increasing shear temperature does not change the time parameter to reach steady viscosity; that is, it cannot shorten mixing time. When the shear rate is increased, the time for the system to reach the steady viscosity will be shortened; that is, the time for mixing the mixture can be shortened.
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