
Research Square (Research Square), Год журнала: 2024, Номер unknown
Опубликована: Ноя. 11, 2024
Язык: Английский
Research Square (Research Square), Год журнала: 2024, Номер unknown
Опубликована: Ноя. 11, 2024
Язык: Английский
Fuel, Год журнала: 2025, Номер 393, С. 134979 - 134979
Опубликована: Март 6, 2025
Язык: Английский
Процитировано
6Construction and Building Materials, Год журнала: 2024, Номер 456, С. 139190 - 139190
Опубликована: Ноя. 23, 2024
Язык: Английский
Процитировано
7REVIEWS 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
1Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04340 - e04340
Опубликована: Янв. 1, 2025
Язык: Английский
Процитировано
0Materials and Structures, Год журнала: 2025, Номер 58(4)
Опубликована: Апрель 15, 2025
Язык: Английский
Процитировано
0Materials & Design, Год журнала: 2025, Номер unknown, С. 113958 - 113958
Опубликована: Апрель 1, 2025
Язык: Английский
Процитировано
0Case Studies in Construction Materials, Год журнала: 2025, Номер unknown, С. e04685 - e04685
Опубликована: Апрель 1, 2025
Язык: Английский
Процитировано
0Scientific 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
0Fuel, Год журнала: 2025, Номер 400, С. 135802 - 135802
Опубликована: Май 25, 2025
Язык: Английский
Процитировано
0Polymers, 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