1. 基于激光回弹快速检测方法的SBS改性沥青自然老化行为研究.
- Author
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李东旭, 江照伟, 彭建, 张进, 刘恒彬, and 孙强
- Subjects
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ASPHALT testing , *ASPHALT , *TEST systems , *HIGHWAY engineering , *LARGE deviations (Mathematics) - Abstract
In order to solve the problems in predicting the asphalt aging behavior, such as the large performance deviation between simulated aging asphalt and actual aging asphalt, the lack of scientific evaluation index easy to promote in the practical engineering, properties of natural aging SBS (Styrene Butadiene Styrene Triblock Copolymer) modified asphalt from an in-service expressway were tested by Asphalt Binder Quality Test System (ABQT) . Then, some indexes, including maximum creep deformation, elastic recovery rate, loading deformation rate coefficient and rebound deformation rate coefficient, were proposed to evaluate the changes of asphalt’s properties; meanwhile, the accuracy of evaluating asphalt aging behavior with the above indicators were also analyzed by analyzing the differences between the above indicators and conventional performance indicators in evaluating the asphalt aging properties. On this basis, the nonlinear prediction model for asphalt aging was established based on the above indicators, and the aging rate values of asphalt were obtained to analyze the degradation laws of asphalt properties under natural aging conditions, and ultimately a reasonable preventive maintenance time was proposed. Results showed that, the maximum creep deformation, loading deformation rate coefficient and rebound deformation rate coefficient can effectively characterize the decay process of asphalt aging properties under natural aging conditions. Meanwhile, the nonlinear prediction model for asphalt aging established based on the above indicators had strong applicability, which can achieve bidirectional calculation for asphalt performance and aging time. Furthermore, as the aging time prolonged, the aging rate values corresponding to the maximum creep deformation, loading deformation rate coefficient and rebound deformation rate coefficient all decayed in the form of a cubic function model; and the turning points of aging rate were 6. 67 a, 5. 56 a, and 6. 67 a, respectively. Therefore, considering the safety of asphalt mixture performance, it was suggested that 5. 56 a as the threshold for intervention in preventive maintenance measures to restore asphalt performance. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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