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Analysis of Displacement Field of Asphalt Mixture in Uniaxial Compression Test
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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Online since:
September 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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