Analysis of Displacement Field of Asphalt Mixture in Uniaxial Compression Test

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Abstract:

In this paper, digital imaging technology is used to research the specimen deformation in asphalt mixture unconfined compressive strength test. We compare of the differences in the average vertical strain with a narrower range of local under three groups different specimens conditions, diameter height ratio of 1:1 specimens which are of specification and end untreateddiameter height ratio of 1:1 specimens which are wax to seal the deal and diameter height ratio of 1:1.5 specimens which are end untreated. We discover that the first two states can be easier to achieve the relatively stable state and better reflect the true stress-strain relationship than the last.

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1055-1058

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Peifu Xu. Several issues which need to pay attention to on structural design of super high-rise building [C]. 2008 Annual Conference Report of Chinese Architectural Society Building Structures Branch, (2008).

Google Scholar

[2] Haoran Zhang. Simulation of asphalt mixture rutting deformation[D]. Chang'an University, (2003).

Google Scholar

[3] Yuhui Pi, Jiupeng Zhang, Xiaoming Huang. Numerical simulation of indirect tensile tests of asphalt mixture [J]. Journal of Highway and Transportation Research and Development, 2007, 24(8): 1-6.

Google Scholar