Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning Technology

The modifiers NTC (nano-TiO<sub>2</sub>/CaCO<sub>3</sub>) and BF (basalt fiber) were adopted to modify a base matrix asphalt mixture. The base matrix asphalt mixture and three kinds of modified asphalt mixture under F&#8315;T (freeze&#8315;thaw) cycles were scanned by...

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Main Authors: Yafeng Gong, Haipeng Bi, Chunyu Liang, Shurong Wang
Format: Article
Language:English
Published: MDPI AG 2018-11-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/8/11/2191
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spelling doaj-b3ba453491434695a4fb232742e96b392020-11-24T20:59:13ZengMDPI AGApplied Sciences2076-34172018-11-01811219110.3390/app8112191app8112191Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning TechnologyYafeng Gong0Haipeng Bi1Chunyu Liang2Shurong Wang3College of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaThe modifiers NTC (nano-TiO<sub>2</sub>/CaCO<sub>3</sub>) and BF (basalt fiber) were adopted to modify a base matrix asphalt mixture. The base matrix asphalt mixture and three kinds of modified asphalt mixture under F&#8315;T (freeze&#8315;thaw) cycles were scanned by computed tomography. The air voids and morphological changes of asphalt mixture were summarized by image processing technology, and the development process of F&#8315;T damage to asphalt mixture was explained from a micro-view. The porosity of NTC-modified asphalt mixture changed little, and the void distribution between base matrix asphalt mixture and NTC-BF (nano-TiO<sub>2</sub>/CaCO<sub>3</sub> and basalt fiber) composite modified asphalt mixture was more uniform. The macro-pores in the asphalt mixture under 15 F&#8315;T cycles began to connect gradually, and the pore characteristics also changed. The number and shape of the pores changed under 15 F&#8315;T cycles. According to the state characteristics, the change amplitude of the pore characteristics of matrix asphalt mixture and NTC-BF composite modified asphalt mixture were the most stable under F&#8315;T cycles.https://www.mdpi.com/2076-3417/8/11/2191computed tomographymodified asphalt mixturefreeze–thaw cyclesimage processing technologymicrostructure analysis
collection DOAJ
language English
format Article
sources DOAJ
author Yafeng Gong
Haipeng Bi
Chunyu Liang
Shurong Wang
spellingShingle Yafeng Gong
Haipeng Bi
Chunyu Liang
Shurong Wang
Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning Technology
Applied Sciences
computed tomography
modified asphalt mixture
freeze–thaw cycles
image processing technology
microstructure analysis
author_facet Yafeng Gong
Haipeng Bi
Chunyu Liang
Shurong Wang
author_sort Yafeng Gong
title Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning Technology
title_short Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning Technology
title_full Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning Technology
title_fullStr Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning Technology
title_full_unstemmed Microstructure Analysis of Modified Asphalt Mixtures under Freeze-Thaw Cycles Based on CT Scanning Technology
title_sort microstructure analysis of modified asphalt mixtures under freeze-thaw cycles based on ct scanning technology
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2018-11-01
description The modifiers NTC (nano-TiO<sub>2</sub>/CaCO<sub>3</sub>) and BF (basalt fiber) were adopted to modify a base matrix asphalt mixture. The base matrix asphalt mixture and three kinds of modified asphalt mixture under F&#8315;T (freeze&#8315;thaw) cycles were scanned by computed tomography. The air voids and morphological changes of asphalt mixture were summarized by image processing technology, and the development process of F&#8315;T damage to asphalt mixture was explained from a micro-view. The porosity of NTC-modified asphalt mixture changed little, and the void distribution between base matrix asphalt mixture and NTC-BF (nano-TiO<sub>2</sub>/CaCO<sub>3</sub> and basalt fiber) composite modified asphalt mixture was more uniform. The macro-pores in the asphalt mixture under 15 F&#8315;T cycles began to connect gradually, and the pore characteristics also changed. The number and shape of the pores changed under 15 F&#8315;T cycles. According to the state characteristics, the change amplitude of the pore characteristics of matrix asphalt mixture and NTC-BF composite modified asphalt mixture were the most stable under F&#8315;T cycles.
topic computed tomography
modified asphalt mixture
freeze–thaw cycles
image processing technology
microstructure analysis
url https://www.mdpi.com/2076-3417/8/11/2191
work_keys_str_mv AT yafenggong microstructureanalysisofmodifiedasphaltmixturesunderfreezethawcyclesbasedonctscanningtechnology
AT haipengbi microstructureanalysisofmodifiedasphaltmixturesunderfreezethawcyclesbasedonctscanningtechnology
AT chunyuliang microstructureanalysisofmodifiedasphaltmixturesunderfreezethawcyclesbasedonctscanningtechnology
AT shurongwang microstructureanalysisofmodifiedasphaltmixturesunderfreezethawcyclesbasedonctscanningtechnology
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