Energy dissipation and rheological property degradation of asphalt binder under repeated shearing with different oscillation amplitudes
Source abstract
Abstract
Abstract Time sweep test with four oscillation amplitudes was conducted to investigate the energy dissipation behavior and rheological property evolution of asphalt binder under repeated shearing. It was found that the energy dissipation behavior and rheological property evolution strongly depend on the oscillation amplitudes of fatigue loads and can both be majorly separated into two types. Variations in dissipated energy (DE) were related to the different damage modes of asphalt binder. In addition, the fatigue failure criteria derived from DE were evaluated. The dissipated energy ratio and cumulative energy ratio are not suitable for identifying fatigue failure point of asphalt binder.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Asphalt Pavement Performance Evaluation · Infrastructure Maintenance and Monitoring · Geotechnical Engineering and Underground Structures
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
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