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Temperature segregation refers to as different mixture cooling areas during construction in asphalt pavements.
The reason for temperature segregation and related preventive measures are recommended at the same time.
Based on the study, the preliminary temperature segregation criteria are recommended with the consideration of the field measurement.
The objective of this study is to evaluate the effect of temperature segregation on warm mix asphalt (WMA) with laboratory and field tests.
The test results showed that temperature segregation of WMA had a remarkable effect on the aggregate structure, density, water stability, high temperature stability, low temperature cracking and tensile strength.
In application, the temperature segregation of a typical gradation with a nominal maximum aggregate size of 19 mm, referred to as AC-20 WMA, was suggested to be divided into four levels in view of the air void content: no segregation, low-level segregation, medium-level segregation and high-level segregation.
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The difference between ledge transformation and typical phase transformation is compared using this model and the effects of row spacing, temperature and segregation energy are discussed.
These observations support the hypothesis that temperature regulates segregation independently of modulating crossover levels on chromosome III.
For PS- b-PI, thermal expansion and variation in refractive index play a minor role while the temperature dependent segregation strength (reflected through the Flory-Huggins χ parameter) is chiefly responsible for the change in thickness of the gel layers and a reflective peak shift of 60 nm for at temperature change of 30 to 140 °C.
As a result of temperature-dependent segregation driving force, the specimens with reduced microphase separation can be obtained by increasing processing melt temperature from 180 °C to 240 °C.
Here this model has been extended to make it suitable for the study of temperature-related segregation too.
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