Road Performance of Mica Powder Modified Asphalt Mixture

This is an article in the field of ceramics and composites. In order to investigate the basic road performance of mica powder modified asphalt mixture, modified asphalt with 0%, 3%, 5%, 7%, 9%, and 11% content was prepared. Through rotational viscosity test, penetration test and Fourier infrared spe...

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Main Authors: Chao FENG, Huiming BAO, Huan BAO, Wei ZHAN, Shi YAN
Format: Article
Language:zho
Published: Institute of Multipurpose Utilization of Mineral Resources, Chinese Academy of Geological Sciences 2024-12-01
Series:Kuangchan zonghe liyong
Subjects:
Online Access:http://www.kczhly.com/en/article/doi/10.3969/j.issn.1000-6532.2024.06.010
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author Chao FENG
Huiming BAO
Huan BAO
Wei ZHAN
Shi YAN
author_facet Chao FENG
Huiming BAO
Huan BAO
Wei ZHAN
Shi YAN
author_sort Chao FENG
collection DOAJ
description This is an article in the field of ceramics and composites. In order to investigate the basic road performance of mica powder modified asphalt mixture, modified asphalt with 0%, 3%, 5%, 7%, 9%, and 11% content was prepared. Through rotational viscosity test, penetration test and Fourier infrared spectroscopy test, the performance of mica powder modified asphalt was analyzed. AC-20 mica powder modified asphalt mixture was prepared to explore its road performance and the influence law of mica powder dimension content on asphalt mixture road performance was determined by grey correlation analysis. The test results show that the addition of mica powder can reduce the temperature sensitivity of the asphalt, and the addition of mica powder to the asphalt only causes physical blending. As the content of mica powder increases, the improvement effect of mica powder on asphalt pavement performance first increases and then decreases. When the content of mica powder is 7%, the road performance of mica powder modified asphalt mixture reaches the best. The grey correlation analysis shows that the influence degrees of mica powder dosage on road performance indicators are high temperature stability > moisture stability > low temperature crack resistance.
format Article
id doaj-art-6b6c98e515e1489e83f05044e1ce6400
institution Kabale University
issn 1000-6532
language zho
publishDate 2024-12-01
publisher Institute of Multipurpose Utilization of Mineral Resources, Chinese Academy of Geological Sciences
record_format Article
series Kuangchan zonghe liyong
spelling doaj-art-6b6c98e515e1489e83f05044e1ce64002025-01-16T07:32:24ZzhoInstitute of Multipurpose Utilization of Mineral Resources, Chinese Academy of Geological SciencesKuangchan zonghe liyong1000-65322024-12-01456596610.3969/j.issn.1000-6532.2024.06.0102024-05fengchaoRoad Performance of Mica Powder Modified Asphalt MixtureChao FENG0Huiming BAO1Huan BAO2Wei ZHAN3Shi YAN4College of Civil and Construction Engineering, Guilin University of Technology, Guilin 541004, Guangxi, ChinaCollege of Civil and Construction Engineering, Guilin University of Technology, Guilin 541004, Guangxi, ChinaCollege of Civil and Construction Engineering, Guilin University of Technology, Guilin 541004, Guangxi, ChinaCollege of Civil and Construction Engineering, Guilin University of Technology, Guilin 541004, Guangxi, ChinaCollege of Civil and Construction Engineering, Guilin University of Technology, Guilin 541004, Guangxi, ChinaThis is an article in the field of ceramics and composites. In order to investigate the basic road performance of mica powder modified asphalt mixture, modified asphalt with 0%, 3%, 5%, 7%, 9%, and 11% content was prepared. Through rotational viscosity test, penetration test and Fourier infrared spectroscopy test, the performance of mica powder modified asphalt was analyzed. AC-20 mica powder modified asphalt mixture was prepared to explore its road performance and the influence law of mica powder dimension content on asphalt mixture road performance was determined by grey correlation analysis. The test results show that the addition of mica powder can reduce the temperature sensitivity of the asphalt, and the addition of mica powder to the asphalt only causes physical blending. As the content of mica powder increases, the improvement effect of mica powder on asphalt pavement performance first increases and then decreases. When the content of mica powder is 7%, the road performance of mica powder modified asphalt mixture reaches the best. The grey correlation analysis shows that the influence degrees of mica powder dosage on road performance indicators are high temperature stability > moisture stability > low temperature crack resistance.http://www.kczhly.com/en/article/doi/10.3969/j.issn.1000-6532.2024.06.010ceramics and compositesroad engineeringroad performancemica powder modified asphaltviscosity temperature propertygrey correlation
spellingShingle Chao FENG
Huiming BAO
Huan BAO
Wei ZHAN
Shi YAN
Road Performance of Mica Powder Modified Asphalt Mixture
Kuangchan zonghe liyong
ceramics and composites
road engineering
road performance
mica powder modified asphalt
viscosity temperature property
grey correlation
title Road Performance of Mica Powder Modified Asphalt Mixture
title_full Road Performance of Mica Powder Modified Asphalt Mixture
title_fullStr Road Performance of Mica Powder Modified Asphalt Mixture
title_full_unstemmed Road Performance of Mica Powder Modified Asphalt Mixture
title_short Road Performance of Mica Powder Modified Asphalt Mixture
title_sort road performance of mica powder modified asphalt mixture
topic ceramics and composites
road engineering
road performance
mica powder modified asphalt
viscosity temperature property
grey correlation
url http://www.kczhly.com/en/article/doi/10.3969/j.issn.1000-6532.2024.06.010
work_keys_str_mv AT chaofeng roadperformanceofmicapowdermodifiedasphaltmixture
AT huimingbao roadperformanceofmicapowdermodifiedasphaltmixture
AT huanbao roadperformanceofmicapowdermodifiedasphaltmixture
AT weizhan roadperformanceofmicapowdermodifiedasphaltmixture
AT shiyan roadperformanceofmicapowdermodifiedasphaltmixture