Research on Shrinking Performance of Recycled Asphalt Pavement Material Stabilized with Inorganic Binder

Bo Peng; Wen Ying Li; Guang Kai Yin; Zhi Hao Cheng

doi:10.4028/www.scientific.net/AMM.727-728.25

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 727-728Research on Shrinking Performance of Recycled...

Research on Shrinking Performance of Recycled Asphalt Pavement Material Stabilized with Inorganic Binder

Abstract:

This paper studies on shrinkage performance of recycled asphalt pavement (RAP) material blended with inorganic binder such as cement, lime-fly ash (lime and fly ash) and three ashes (cement, lime and fly ash), with certain intensity used as base course. The erosion, dry shrinkage and temperature shrinkage tests were conducted on the recycled asphalt pavement (RAP) material blended with the three kinds of inorganic binder, to evaluate and compare different types of cold recycled inorganic material shrinkage resistance capability and anti-erosion properties. After analyzing the fatigue test result of three-additives-stabilized recycled mixture, it showed that the recycled pavement mixture owned preferable anti-erosion properties, anti-temperature shrinkage resistance and anti-dry shrinkage performance.

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Periodical:

Applied Mechanics and Materials (Volumes 727-728)

Pages:

25-29

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.727-728.25

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Online since:

January 2015

Authors:

Bo Peng*, Wen Ying Li, Guang Kai Yin, Zhi Hao Cheng

Keywords:

Dry Shrinkage, Erosion Rate, RAP, Temperature Shrinkage

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* - Corresponding Author

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