Achieving lower temperature modification and its mechanism of SBS modified asphalt based on pre-swelling/extraction process and compositing with C9 petroleum resin DOI Creative Commons

Wei Chen,

Shifa Fan, Xingyang He

и другие.

Research Square (Research Square), Год журнала: 2024, Номер unknown

Опубликована: Ноя. 11, 2024

Abstract Achieving lower temperature modification of SBS modified asphalt is vital significance in energy conservation and carbon emission reduction. The compatibility between styrene-butadiene-styrene (SBS) base a crucial factor for the excellent performance (SBSMA), however improvement under faces challenges its mechanism has little scientific backing. In this study, was firstly pretreated with naphthenic oil as swelling agent petroleum ether extractant to prepare pre-swelling (npSBS), effects pre-swelling/extraction process combined C9 resin on conventional properties, compatibility, rheological thermodynamic properties SBSMA prepared at shear (150 ℃) were studied by physical storage stability, DSR, MSCR DSC characterization. results demonstrated that treatment improved low well while reduced high performance. However, could effectively compensate loss rutting resistance comprehensive npSBS incorporating 6 wt% 150℃ comparative 180 ℃. synergistic effect improving temperature. This work provides feasible strategy environmentally benign low-carbon SBSMA.

Язык: Английский

Comprehensive evaluation of sulfur content and curing duration effects on the rheological performance of sulfur-extended bitumen DOI
Ke Shi, Feng Ma, Zhen Fu

и другие.

Fuel, Год журнала: 2025, Номер 393, С. 134979 - 134979

Опубликована: Март 6, 2025

Язык: Английский

Процитировано

6

Aging characteristics and microscopic mechanisms of SBS asphalt based on coupled light–heat–water aging DOI
Yi Zhao, Xiaoqi Wu,

Y. J. Chao

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 456, С. 139190 - 139190

Опубликована: Ноя. 23, 2024

Язык: Английский

Процитировано

7

Technical development of modified emulsion asphalt: A review on the preparation, performance, and applications DOI Creative Commons
Shuicheng Yan, Jingbin Hao, Hao Liu

и другие.

REVIEWS ON ADVANCED MATERIALS SCIENCE, Год журнала: 2025, Номер 64(1)

Опубликована: Янв. 1, 2025

Abstract The rapid advancement in highway building has rendered classic emulsion asphalt insufficient to meet the strict demands of modern pavement applications. Consequently, modified asphalts have emerged as a pivotal focus research. This study elucidates modification mechanisms employed by various modifiers on asphalt, thoroughly investigates and systematically organizes preparation procedures fundamental properties each culminates comprehensive summary its practical application scenarios. Based an extensive literature review, this presents optimal methodologies schemes for types establishes specific usage scenarios, offers theoretical guidance enhance performance expand scope application.

Язык: Английский

Процитировано

1

Fatigue characteristics of recycled asphalt mastic under strong ultraviolet radiation in Gansu, China DOI Creative Commons
Mei Lin, Yingying Fan,

Lei Zhang

и другие.

Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04340 - e04340

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0

Achieving lower temperature modification and its mechanism of SBS modified asphalt based on pre-swelling/extraction process and compositing with C9 petroleum resin DOI
Wei Chen, Shifa Fan, Xingyang He

и другие.

Materials and Structures, Год журнала: 2025, Номер 58(4)

Опубликована: Апрель 15, 2025

Язык: Английский

Процитировано

0

Non-linear viscoelastic and micromorphological properties of SBS-modified asphalt binder DOI Creative Commons
Xiaoxu Zhu, Miomir Miljković, Runjian Li

и другие.

Materials & Design, Год журнала: 2025, Номер unknown, С. 113958 - 113958

Опубликована: Апрель 1, 2025

Язык: Английский

Процитировано

0

Phase morphology evolution and structural analysis of high viscosity modified asphalt during preparation and storage DOI Creative Commons
Zhenhao Cao, Qiming Liu,

Minghao Mu

и другие.

Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04685 - e04685

Опубликована: Апрель 1, 2025

Язык: Английский

Процитировано

0

Restoring road performance of recycled asphalt mastic through filler asphalt ratio adjustment DOI Creative Commons
Yu Cai,

Linhui Cao,

Ju’e Guo

и другие.

Scientific Reports, Год журнала: 2025, Номер 15(1)

Опубликована: Май 22, 2025

The integration of reclaimed asphalt pavement (RAP) in road construction offers substantial environmental and economic benefits, yet the performance degradation recycled mixtures due to binder aging remains a critical challenge. This study addresses this issue by proposing novel filler-to-asphalt (F/A) ratio optimization strategy for mastic containing 50% aged binder. Recycled mastics with F/A ratios spanning 0.0 (pure control) 1.5 were evaluated using dynamic shear rheometer (DSR) bending beam (BBR) assess rutting resistance, fatigue life, low-temperature cracking performance. Results demonstrate that mineral filler amplifies stiffening effects binder, improving high-temperature stability but exacerbating brittleness. Fatigue exhibited method-dependent behavior, time sweep tests indicating extended life factor analysis revealing accelerated damage accumulation. Additionally, strong exponential or linear relationships established between indicators ratio. Based on these relationships, an adjustment value 0.3 0.5 was identified achieve comparable virgin mastic. These findings provide viable approach optimizing mix design RAP.

Язык: Английский

Процитировано

0

Protection effect for polymer-in rich phase in SBS modified asphalt during long-term aging by different MMT/TiO2/SBS pretreatment methods DOI
Chongzheng Zhu,

Zhenxuan Sun,

Fu Xu

и другие.

Fuel, Год журнала: 2025, Номер 400, С. 135802 - 135802

Опубликована: Май 25, 2025

Язык: Английский

Процитировано

0

Advancing Sustainability and Performance with Crushed Bottom Ash as Filler in Polymer-Modified Asphalt Concrete Mixtures DOI Open Access

Yeong-Min Kim,

Kyungnam Kim, Tri Ho Minh Le

и другие.

Polymers, Год журнала: 2024, Номер 16(12), С. 1683 - 1683

Опубликована: Июнь 13, 2024

Amid the growing demand for sustainable pavement solutions and need to incorporate recycled materials into construction practices, this study explored viability of using crushed thermal power plant bottom ash as a filler in polymer-modified asphalt concrete mixtures. Conventional lime was replaced with at varying levels (0%, 25%, 50%, 75%), resulting mixtures were evaluated several performance tests. The optimal replacement level determined be based on results indirect tensile strength (ITS) test. Comparisons between control mixture 25% ash-modified conducted dynamic modulus test, Cantabro Hamburg wheel tracking (HWT) ratio (TSR) findings indicate that demonstrated improved across multiple parameters. HWT test showed enhanced rut durability, recorded depth 7.56 mm compared 8.9 mixture. revealed lower weight loss percentages modified mixture, indicating better abrasion resistance. indicated higher resilience stiffness both high- low-frequency stages. TSR highlighted moisture resistance, values after 10 wet-drying cycles. These improvements are attributed fine particle size beneficial chemical composition ash, which enhance mixture’s density, binder-aggregate adhesion, overall durability. suggest incorporating is viable approach improving longevity.

Язык: Английский

Процитировано

2