Oil-grinded recycled kapok fiber as a bio-packing for eco-friendly modified asphalt and its aging resistance behavior

2022 ◽  
Vol 320 ◽  
pp. 126293
Author(s):  
Shun Chen ◽  
Hui Xu ◽  
Xingyang He ◽  
Ying Su ◽  
Bo Zhang ◽  
...  
Keyword(s):  
Kapok Fiber ◽  
Modified Asphalt ◽  
Aging Resistance

Oil-Grinded Recycled Kapok Fiber as a Bio-Packing for Eco-Friendly Modified Asphalt and its Aging Resistance Behavior

2021 ◽  
Author(s):  
Shun Chen ◽  
Hui Xu ◽  
Xingyang He ◽  
Ying Su ◽  
Bo Zhang ◽  
...  
Keyword(s):  
Kapok Fiber ◽  
Modified Asphalt ◽  
Aging Resistance

scholarly journals Investigation on the Short-Term Aging-Resistance of Thermoplastic Polyurethane-Modified Asphalt Binders

Polymers ◽  
2018 ◽  
Vol 10 (11) ◽  
pp. 1189 ◽  
Author(s):  
Ruien Yu ◽  
Xijing Zhu ◽  
Maorong Zhang ◽  
Changqing Fang
Keyword(s):  
Thermal Properties ◽  
High Temperature ◽  
High Speed ◽  
Storage Stability ◽  
Thermoplastic Polyurethane ◽  
Short Term ◽  
Modified Asphalt ◽  
Aging Resistance ◽  
High Temperature Storage ◽  
Temperature Storage

In this reported work, thermoplastic polyurethane (TPU) was used as a reactive polymer modifying agent to prepare a modified-asphalt, using a high-speed shearing method. Physical performance tests of the TPU-modified asphalt were conducted before and after short-term aging, and the aging resistance was examined by the change in materials properties. In addition, low-temperature rheological properties, thermal properties, the high-temperature storage stability, and the aging mechanism of TPU-modified asphalt were also investigated. The results showed that the addition of TPU improved the aging resistance of base asphalt, which was evidenced by the increased penetration ratio and decreased softening point of the asphalt, after aging. Similarly, Fourier Transform infrared (FTIR) spectroscopy results verified that TPU improved the asphalt aging resistance. It was found that the TPU functional groups played a role in improving thermal properties, high-temperature storage stability, and in the dispersion of modified asphalt.

Improving the aging resistance of SBS modified asphalt with the addition of highly reclaimed rubber

2017 ◽  
Vol 145 ◽  
pp. 126-134 ◽  
Author(s):  
Raqiqa tur Rasool ◽  
Shifeng Wang ◽  
Yong Zhang ◽  
Yue Li ◽  
Guangtai Zhang
Keyword(s):  
Modified Asphalt ◽  
Aging Resistance ◽  
Sbs Modified Asphalt

Investigation on aging resistance of ternary compound carbon nitride (CN-Bi-Tr-DC) modified asphalt

2021 ◽  
Vol 313 ◽  
pp. 125522
Author(s):  
Yang Li ◽  
Xiao Ma ◽  
Hanyu Tang ◽  
Jianzhong Pei ◽  
Dong Li ◽  
...  
Keyword(s):  
Ternary Compound ◽  
Carbon Nitride ◽  
Modified Asphalt ◽  
Aging Resistance

scholarly journals Evaluation of Aging Resistance of Graphene Oxide Modified Asphalt

2017 ◽  
Vol 7 (7) ◽  
pp. 702 ◽  
Author(s):  
Shaopeng Wu ◽  
Zhijie Zhao ◽  
Yuanyuan Li ◽  
Ling Pang ◽  
Serji Amirkhanian ◽  
...  
Keyword(s):  
Graphene Oxide ◽  
Modified Asphalt ◽  
Aging Resistance

scholarly journals Investigation on Preparation and Properties of Crack Sealants Based on CNTs/SBS Composite-Modified Asphalt

Materials ◽  
2021 ◽  
Vol 14 (16) ◽  
pp. 4569
Author(s):  
Yafeng Gong ◽  
Yunze Pang ◽  
Feng He ◽  
Haipeng Bi
Keyword(s):  
Fatigue Resistance ◽  
Elastic Recovery ◽  
Asphalt Pavements ◽  
Cone Penetration ◽  
Modified Asphalt ◽  
Repair Materials ◽  
Aging Resistance ◽  
Crack Repair ◽  
Crack Sealant ◽  
Styrene Butadiene

Crack is the main distress of asphalt pavement. Sealant is one of the most commonly used crack repair materials, and its performance is the key to affect the service life of asphalt pavements. In order to find an efficient modifier and optimize the performances of crack sealants. In this paper, carbon nanotubes (CNTs) and styrene-butadiene-styrene (SBS) were used as modifiers to prepare CNTs/SBS composite-modified asphalt crack sealant. The properties of the sealant were tested to evaluate its suitability for crack repair, which included the viscosity, softening point, resilience recovery, cone penetration, flow value, penetration, aging resistance, and fatigue resistance. The results showed that the conventional properties of the sealants meet the requirements of the specification. In addition, after heating aging, the elastic recovery rate of the sealant containing more CNTs decreased only slightly. The sealant containing 1 wt% CNTs exhibited a higher viscosity, fatigue resistance, thermal aging resistance.

scholarly journals Evaluation of the Aging of Styrene-Butadiene-Styrene Modified Asphalt Binder with Different Polymer Additives

Materials ◽  
2021 ◽  
Vol 14 (19) ◽  
pp. 5715
Author(s):  
Bangwei Wu ◽  
Chufan Luo ◽  
Zhaohui Pei ◽  
Chuangchuang Chen ◽  
Ji Xia ◽  
...  
Keyword(s):  
Complex Modulus ◽  
Asphalt Binder ◽  
Asphalt Binders ◽  
Polymer Additives ◽  
Modified Asphalt ◽  
Aging Resistance ◽  
Styrene Butadiene Styrene ◽  
Styrene Butadiene ◽  
Aging Indicator ◽  
Butadiene Styrene

A wide variety of polymer additives have been widely used in recent years. However, the effect of different polymer additives on the durability of asphalt binders has not been investigated thoroughly. To evaluate the aging property of styrene-butadiene-styrene (SBS) asphalt binder with different polymer additives, three polymer modifiers, namely high modulus modifier (HMM), anti-rutting agent (ARA), and high viscosity modifier (HVM), were added to it. First, the Thin Film Over Test (TFOT) and Pressure Aging Vessel (PAV) was performed on the asphalt binders. The rheological properties of the four asphalt binders before and after aging were then checked by the Dynamic Shear Rheometer Test (DSR). The chemical compositions of the asphalt binders were determined by the Fourier Transform Infrared Spectrometer (FTIR) test. Several aging indicators were adopted to reflect the aging degree of the asphalt binders. The results show that when polymer additives are added to the SBS asphalt binder, the complex modulus, storage modulus, loss modulus, and rutting factor substantially increase and the phase angle decreases. All the test parameters become higher after aging. The phase angle of the SBS asphalt binder is the highest at both unaged and aged states, while its other parameters values are the smallest. Moreover, the Carbonyl Aging Indicator (CAI) of SBS with polymer additives becomes lower under both TFOT and PAV conditions, indicating that polymer additives can improve the aging resistance of SBS asphalt, of which HVM modifies the aging resistance best. Complex Modulus Aging Indicator (CMAI) and Storage Modulus Aging Indicator (SMAI) have the best correlation coefficients with CAI, and the two aging indicators can be used to predict the aging degree of polymer modified asphalt binders.

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