Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Various methods to correlate the state of practice asphalt mixture laboratory aging conditioning methods with field aging durations
The aging of asphalt pavements leads to less flexible asphalt mixtures that are prone to cracking and spalling. In this study, the relationship between lab and field aging was evaluated based on both theoretical asphalt aging models and practical asphalt and asphalt mixture performance tests. The results show that the corresponding field aging duration calculated using the mixture testing, especially the cracking test, is more conservative than the traditional aging models or binder rheological measurements. 5 and 12 days appear to simulate 16 and 38 years of field aging (in New Hampshire) for the top 12.5 mm pavement, respectively, based on the asphalt binder test results. In contrast, the theoretical aging model considers climatic conditions and suggests that 5 and 12 days simulate in-field aging of 6.2 and 15.0 years, respectively. The asphalt mixture test results indicate that the laboratory aging conditions simulate minimal field aging durations. This is because the damage to the asphalt pavement structure caused by climatic conditions and traffic loads is fully considered. This could be very useful for designing a more reliable and durable pavement incorporating intricate field conditions.
Various methods to correlate the state of practice asphalt mixture laboratory aging conditioning methods with field aging durations
The aging of asphalt pavements leads to less flexible asphalt mixtures that are prone to cracking and spalling. In this study, the relationship between lab and field aging was evaluated based on both theoretical asphalt aging models and practical asphalt and asphalt mixture performance tests. The results show that the corresponding field aging duration calculated using the mixture testing, especially the cracking test, is more conservative than the traditional aging models or binder rheological measurements. 5 and 12 days appear to simulate 16 and 38 years of field aging (in New Hampshire) for the top 12.5 mm pavement, respectively, based on the asphalt binder test results. In contrast, the theoretical aging model considers climatic conditions and suggests that 5 and 12 days simulate in-field aging of 6.2 and 15.0 years, respectively. The asphalt mixture test results indicate that the laboratory aging conditions simulate minimal field aging durations. This is because the damage to the asphalt pavement structure caused by climatic conditions and traffic loads is fully considered. This could be very useful for designing a more reliable and durable pavement incorporating intricate field conditions.
Various methods to correlate the state of practice asphalt mixture laboratory aging conditioning methods with field aging durations
Sun, Lijun (Autor:in) / Zhang, Runhua (Autor:in) / Gu, Xingyu (Autor:in) / Wang, Rui (Autor:in) / Yang, Qifeng (Autor:in) / Zhang, Weiguang (Autor:in) / Lin, Peng (Autor:in) / Wang, Di (Autor:in) / Cai, Wei (Autor:in) / Liu, Yaohan (Autor:in)
31.12.2024
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Investigation of aging performance of SBS modified asphalt with various aging methods
| British Library Online Contents | 2017
Investigation of aging performance of SBS modified asphalt with various aging methods
| British Library Online Contents | 2017
Investigation of aging performance of SBS modified asphalt with various aging methods
| Online Contents | 2017
| Taylor & Francis Verlag | 2024