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New Wheel Tracking Test to Analyze Movements of Aggregates in Multi-layered Asphalt Specimens

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Please use this identifier to cite or link to this item:http://hdl.handle.net/2115/16980

Title: New Wheel Tracking Test to Analyze Movements of Aggregates in Multi-layered Asphalt Specimens
Authors: Abd-Alla, El-Sayed Mohamed Browse this author
Moriyoshi, Akihiro Browse this author →KAKEN DB
Partl, Manfred N. Browse this author
Takahashi, Kenzi Browse this author
Kondo, Takashi Browse this author
Tomoto, Takashi Browse this author
Keywords: Asphaltic mixture
Permanent deformation
Strain distribution
High temperature
Wheel tracking test
Optical analysis
Issue Date: Sep-2006
Publisher: The Japan Petroleum Institute
Journal Title: Journal of the Japan Petroleum Institute
Volume: 49
Issue: 5
Start Page: 274
End Page: 279
Publisher DOI: 10.1627/jpi.49.274
Abstract: This paper describes a new wheel tracking test for analyzing movements of aggregates in mixtures. The test device is conducted using as examples four-layered specimens taken from two Swiss national motorways, where severe rutting (G section) and longitudinal cracking (H section) were observed. This test method was developed by Moriyoshi. Tests can be carried out under temperature distributions similar to field situation. Two-dimensional movements and strains between aggregates for four-layered specimens due to the moving wheel loads were analyzed by right angle for direction of wheel pass. For this purpose, the cross section of the slabs with a width of 30 cm was divided optically into 5 vertical subsections. The transverse permanent surface deformations, the area changes in the transversal subsections as well as the maximum deformation of the surface and layer-interface through the centerline of the applied wheel load were determined. Strain distributions between aggregates in mixtures at high temperature (45°C) under 600 passes were also measured by photo analysis. Test results show consolidation of the asphalt mixtures and material flow on the surface near the wheel load. The results also demonstrate that the aggregates (size of aggregate: 2 mm or larger) in each mixture move mainly in vertical direction. Large strains (40% or larger) between aggregates at summer condition were measured in the surface mixture near wheel track after 600 passes.
Type: article
URI: http://hdl.handle.net/2115/16980
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Submitter: 森吉 昭博

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