Influence of the temperature during control of of the elastic modulus of a road pavement by the local contact straining method
Source abstract
Abstract
The possibility of control the elastic modulus of the surface layers of a road asphaltic concrete pavement using the dynamic indentation method was considered. The factors that influence the measurement results in the local dynamic strain method were analyzed. It was shown that it is most optimal to determine the elastic modulus at the unloading stage with consideration for the measurement time. The time and temperature test characteristics are correlated. A method for reducing measurement results to a specified temperature and loading time was developed to provide an objective estimate of the properties of tested materials.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Material Properties and Failure Mechanisms · Asphalt Pavement Performance Evaluation · Engineering Diagnostics and Reliability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (11)
Show source-provided references
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