1. Rheology Deterioration and Damage Evaluation of SBS Modified Asphalt Under Two Salt Erosion Modes.
- Author
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Cheng, Yongchun, Liang, Jiaxiang, Wang, Wensheng, Wang, Haitao, Zhao, Wenshuo, and Xia, Wenlei
- Subjects
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FATIGUE limit , *DETERIORATION of materials , *GLASS transition temperature , *ASPHALT testing , *ASPHALT pavements , *ASPHALT - Abstract
Salt erosion is an important negative factor on the performance deterioration of asphalt-based materials. The basic properties of asphalt in salt erosion environments have been extensively studied; however, there is a certain lack of research on the rheological property of styrene–butadiene–styrene (SBS) modified asphalt under various salt erosion conditions. This study aims to identify the rheology deterioration of SBS modified asphalt under the action of salt freeze–thaw or saline immersion cycles through laboratory experiments. Rheological properties and creep recovery properties of SBS modified asphalt were tested based on the dynamic shear rheometer, and their rutting resistance capacity and fatigue cracking resistance were analyzed. Viscoelastic properties and low-temperature property of SBS modified asphalt were investigated by Burgers model, Christensen–Anderson–Marasteanu model and glass transition temperature. Results showed that the rutting capacity increased by an average of 34.5% and 39.7% after 21 times salt freeze–thaw and saline immersion cycles, respectively, while the fatigue cracking resistance decreased by 34.2% and 40.1%. Multi-stress creep recovery test manifested that both salt erosion modes had slight influence on the creep recovery property. However, the non-recoverable creep compliance at 3.2 kPa decreased by 37.5% and 32.3% after 21 times salt freeze–thaw and saline immersion cycles, respectively. Based on glass transition temperature, the low-temperature performance of asphalt decreased significantly after salt erosion. The rheological behavior and damage degree of asphalt were different for different salt erosion modes. The study may provide a theoretical basis for the construction and maintenance of asphalt pavement in salt-rich areas. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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