2014Unpublished venueRequires access

Compaction Characters of Asphalt Mixture of Variable Thickness

Yunliang Li, Lun Ji, Jiuye Zhao, Yong Zhong, Zhenyu Xu, Yiqiu Tan

Open publisher page 1 citations

Abstract

Compaction characters of variable thickness screed-coat material were investigated during the process of old cement road reconstruction. The compaction characters of asphalt mixture of variable thickness were studied under gyratory compaction test. Results show that asphalt mixture ATB 25 with different initial thickness have the same compaction character. However, residual void ratio of asphalt mixture with different initial thickness is different under the same compaction times. Based on void ratio of design and the relationship of compaction times and remaining void ratio, the relationship of compaction times and initial thickness was established. Through the results of gyratory compaction test, the optimum compaction temperature of ATB 25 is confirmed to be 140.

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What this paper is about

Compaction characters of variable thickness screed-coat material were investigated during the process of old cement road reconstruction. The compaction characters of asphalt mixture of variable thickness were studied under gyratory compaction test. Results show that asphalt mixture ATB 25 with different initial thickness have the same compaction character. However, residual void ratio of asphalt mixture with different initial thickness is different under the same compaction times. Based on void ratio of design and the relationship of compaction times and remaining void ratio, the relationship of compaction times and initial thickness was established. Through the results of gyratory compaction test, the optimum compaction temperature of ATB 25 is confirmed to be 140.

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Available abstract

Compaction characters of variable thickness screed-coat material were investigated during the process of old cement road reconstruction. The compaction characters of asphalt mixture of variable thickness were studied under gyratory compaction test. Results show that asphalt mixture ATB 25 with different initial thickness have the same compaction character. However, residual void ratio of asphalt mixture with different initial thickness is different under the same compaction times. Based on void ratio of design and the relationship of compaction times and remaining void ratio, the relationship of compaction times and initial thickness was established. Through the results of gyratory compaction test, the optimum compaction temperature of ATB 25 is confirmed to be 140.

Key concepts: Compaction, Asphalt, Materials science, Void (composites), Void ratio, Composite material, Geotechnical engineering, Geology

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