Effects of Different Natural Factors on Rheological Properties of SBS Modified Asphalt

Song, Shanglin; Liang, Meichen; Wang, Linbing; Li, Dongna; Guo, Meng; Yan, Luchun; Zhang, Xingjun

doi:10.3390/ma15165628

Cited by 14 publications

(6 citation statements)

References 19 publications

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“…The asphalt binders used in this work were upgraded with styrene-butadiene-styrene (SBS) [ 43 ]. SBS is widely acknowledged for its adaptability at low temperatures and its capacity to increase a binder’s flexibility at high temperatures [ 44 ].…”

Section: Methodsmentioning

confidence: 99%

Development of Pavement Material Using Crumb Rubber Modifier and Graphite Nanoplatelet for Pellet Asphalt Production

Lee

Bae³

et al. 2023

Polymers

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The purpose of this research was to promote the recycling of pellet asphalt with Crumb Rubber Modifier (CRM) and Graphite Nanoplatelet (GNP) in pothole restoration. In this study, several laboratory tests were carried out on mixes containing CRM content ratios of 5%, 10%, and 20% and GNP content of 3% and 6% in order to identify the ideal mixing ratio of pellet-type asphalt paving materials. The Marshall stability test, the Hamburg wheel tracking test, and the dynamic modulus test were all performed to compare the effectiveness of the proposed method and heated asphalt combinations. Afterward, the full-scale testbed was conducted to verify the practical application between the proposed method and popular pothole-repairing materials. Both laboratory and field test findings confirmed that the asphalt pavement using 5% CRM and 6% GNP improved the resistance to plastic deformation and anti-stripping compared to the generally heated asphalt paving material, thereby extending road life. However, the resistance to fatigue cracking can be slightly reduced by incorporating these additives. Overall, the CRM and GNP asphalt pellet approach is a feasible solution for sustainable pavement maintenance and rehabilitation, particularly in small-scale damage areas such as potholes.

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Section: Methodsmentioning

confidence: 99%

Development of Pavement Material Using Crumb Rubber Modifier and Graphite Nanoplatelet for Pellet Asphalt Production

Lee

Bae³

et al. 2023

Polymers

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“…In this study, styrene-butadiene-styrene (SBS) modified asphalt binder was utilized [ 20 ]. SBS is well known for its ability to improve the elasticity of a binder at high temperatures and its adaptability at cold temperatures [ 11 , 13 , 21 ].…”

Section: Methodsmentioning

confidence: 99%

“…SBS is well known for its ability to improve the elasticity of a binder at high temperatures and its adaptability at cold temperatures [ 11 , 13 , 21 ]. In order to increase the compatibility of guss mastic asphalt, this SBS modifier can strengthen the high-temperature performance of an asphalt mix by lowering the mixing temperature and the viscosity of high-temperature asphalt [ 1 , 20 , 22 ]. The proposed bitumen exhibits greater resilience to low-temperature cracking and also to rutting at greater temperatures than normal asphalt.…”

Section: Methodsmentioning

confidence: 99%

Heat Transfer Analysis of Warm Guss Asphalt Concrete for Mini-Trench Overlaying

Kim

Lee

et al. 2023

Materials

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Conventional hot mix asphalt overlaying on trench infrastructure typically necessitates extended cooling times for further works and can have adverse effects on buried components, such as electricity cables and hot water pipes. Therefore, this research aims to investigate the use of warm guss mastic asphalt (at an installation temperature of 160 °C) as an overlaying material for mini-trenches, which can reduce the cooling time required for traffic opening and improve the efficiency of the construction process. This research involved two stages: first, lab testing and related research results were used to generate the thermal conductivity and specific heat necessary for simulation work. Second, a finite element model analysis was conducted to evaluate the thermal transmission of the overlaying surface and the buried conduit based on the summer pavement temperature distribution through the Korean Pavement Research Program. Afterward, the field test bed was constructed to verify the simulation. The results indicate that the optimal thickness of the overlaying material and the concrete covering should be designed to ensure thermal durability and meet traffic opening requirements. The overlaying depth of the mini trench using warm mix guss mastic asphalt should be less than 100 mm to meet with the traffic opening time, while the thickness of the concrete covering should be designed to be more than 100 mm to ensure thermal durability. Additionally, the findings suggest that the application of warm guss asphalt could reduce the opening time by 30 min to 1 h and 25 min compared to conventional hot guss asphalt materials. When the pavement surface temperature for the traffic opening is controlled at 50 °C, the asphalt mixture requires at least 2 h to 5 h to meet the cooling criteria for traffic opening, respectively. Overall, this research confirms the potential benefits and optimal use of warm guss mastic asphalt in the construction process of mini-trenches.

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“…The energy ratio can be obtained by substituting the adhesion and peeling data into Equation (6). Table 10 shows the energy ratio of warm mix polymer-modified asphalt to aggregate before and after aging.…”

Section: Energy Ratiomentioning

confidence: 99%

“…Moisture damage is one of the most common pavement ailments and can accelerate the occurrence of asphalt road damage [1][2][3]. Therefore, to ensure the service function of asphalt roads and improve the bonding properties and moisture susceptibilities of asphaltaggregate systems, modification methods with strong adhesion-promoting effects have been applied on a large scale [4][5][6][7]. Polymer-modified asphalt is widely used in asphalt pavement construction all over the world because of its good durability.…”

Section: Introductionmentioning

confidence: 99%

Use of Multi-Scale Investigation to Evaluate Adhesion Performance of Warm-Mix Polymer-Modified Asphalt

Li¹,

Wang

Men³

et al. 2022

Materials

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Warm Mix Asphalt (WMA) technology can effectively reduce carbon emissions and energy consumption during road project construction. However, it may have a negative impact on the binding properties of asphalt mixtures. In order to effectively evaluate the adhesion performance of asphalt binders and aggregates under the combined influence of WMA and traditional polymer-modified asphalt, this paper provides a comprehensive evaluation at the micro and macro levels. The adhesion between three different modified asphalts (warm mix crumb rubber/ Styrene-Butadiene-Styrene (SBS) composite modified asphalt, warm mix crumb rubber asphalt, and warm mix SBS modified asphalt) and two different aggregates (limestone and granite) under both virgin and short-term aging conditions were analyzed. Regardless of the type of modified asphalt, the results showed that limestone aggregates have better adhesion properties with asphalt binders. In addition, the short-term thermal oxidation aging behavior is conducive to enhancing the asphalt-aggregate adhesion characteristics. Furthermore, WMA additives, crumb rubber, and SBS compound modification can improve the adhesion performance between asphalt and aggregate.

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Effects of Different Natural Factors on Rheological Properties of SBS Modified Asphalt

Cited by 14 publications

References 19 publications

Development of Pavement Material Using Crumb Rubber Modifier and Graphite Nanoplatelet for Pellet Asphalt Production

Development of Pavement Material Using Crumb Rubber Modifier and Graphite Nanoplatelet for Pellet Asphalt Production

Heat Transfer Analysis of Warm Guss Asphalt Concrete for Mini-Trench Overlaying

Use of Multi-Scale Investigation to Evaluate Adhesion Performance of Warm-Mix Polymer-Modified Asphalt

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