Elastic aftereffect in the process of asphalt concrete mixture compaction

Asphalt concrete of various brands is mainly used as a road surface. The quality and durability of the coating depends on its density. To achieve the required density of the asphalt concrete pavement, road rollers are used. The working body of the roller is a metal drum or a set of pneumatic tires....

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Main Authors: Shishkin E.A., Ivanchenko S.N., Smolyakov A.A.
Format: Article
Language:deu
Published: Academician I.G. Petrovskii Bryansk State University 2021-03-01
Series:Научно-технический вестник Брянского государственного университета
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Online Access:https://ntv-brgu.ru/wp-content/arhiv/2021-N1/2021-01-08.pdf
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author Shishkin E.A.
Ivanchenko S.N.
Smolyakov A.A.
author_facet Shishkin E.A.
Ivanchenko S.N.
Smolyakov A.A.
author_sort Shishkin E.A.
collection DOAJ
description Asphalt concrete of various brands is mainly used as a road surface. The quality and durability of the coating depends on its density. To achieve the required density of the asphalt concrete pavement, road rollers are used. The working body of the roller is a metal drum or a set of pneumatic tires. The article discusses the process of the asphalt concrete mixture compaction with a smooth metal drum. A rheological model of the force interaction of a smooth drum with a material is adopted, which includes elastic, viscous and plastic elements. The adopted model was corrected taking into account the investigated process of elastic aftereffect that occurs in the asphalt concrete mixture during compaction. The law of behavior of asphalt-concrete mixture with elastic aftereffect is established. A simulation model has been developed to study the behavior of a material in the process of elastic aftereffect. In the course of dynamic modeling, the relationship between the physical and mechanical characteristics of the compacted material with the design and technological parameters of the road roller was established. A statistical analysis of the design parameters of existing models of road rollers has been carried out. The results of the analysis, as well as the obtained dependencies, can be used to designate the technological modes of operation of a set of road rollers when compacting the asphalt concrete pavement of a motor road. Taking into account the elastic aftereffect when assigning the operating modes of the compaction equipment will improve the compaction efficiency, as well as the quality of the resulting coating.
format Article
id doaj-art-7410fd7956ce41ce8c8a8fa4e0f7d14e
institution OA Journals
issn 2413-9920
2413-9920
language deu
publishDate 2021-03-01
publisher Academician I.G. Petrovskii Bryansk State University
record_format Article
series Научно-технический вестник Брянского государственного университета
spelling doaj-art-7410fd7956ce41ce8c8a8fa4e0f7d14e2025-08-20T02:06:48ZdeuAcademician I.G. Petrovskii Bryansk State UniversityНаучно-технический вестник Брянского государственного университета2413-99202413-99202021-03-0171909510.22281/2413-9920-2021-07-01-90-95Elastic aftereffect in the process of asphalt concrete mixture compactionShishkin E.A.0 Ivanchenko S.N.1 Smolyakov A.A.2Pacific national universityPacific national universityPacific national universityAsphalt concrete of various brands is mainly used as a road surface. The quality and durability of the coating depends on its density. To achieve the required density of the asphalt concrete pavement, road rollers are used. The working body of the roller is a metal drum or a set of pneumatic tires. The article discusses the process of the asphalt concrete mixture compaction with a smooth metal drum. A rheological model of the force interaction of a smooth drum with a material is adopted, which includes elastic, viscous and plastic elements. The adopted model was corrected taking into account the investigated process of elastic aftereffect that occurs in the asphalt concrete mixture during compaction. The law of behavior of asphalt-concrete mixture with elastic aftereffect is established. A simulation model has been developed to study the behavior of a material in the process of elastic aftereffect. In the course of dynamic modeling, the relationship between the physical and mechanical characteristics of the compacted material with the design and technological parameters of the road roller was established. A statistical analysis of the design parameters of existing models of road rollers has been carried out. The results of the analysis, as well as the obtained dependencies, can be used to designate the technological modes of operation of a set of road rollers when compacting the asphalt concrete pavement of a motor road. Taking into account the elastic aftereffect when assigning the operating modes of the compaction equipment will improve the compaction efficiency, as well as the quality of the resulting coating.https://ntv-brgu.ru/wp-content/arhiv/2021-N1/2021-01-08.pdfasphalt-concrete mixcompactionsmooth drum rollerrheological modelelastic aftereffect
spellingShingle Shishkin E.A.
Ivanchenko S.N.
Smolyakov A.A.
Elastic aftereffect in the process of asphalt concrete mixture compaction
Научно-технический вестник Брянского государственного университета
asphalt-concrete mix
compaction
smooth drum roller
rheological model
elastic aftereffect
title Elastic aftereffect in the process of asphalt concrete mixture compaction
title_full Elastic aftereffect in the process of asphalt concrete mixture compaction
title_fullStr Elastic aftereffect in the process of asphalt concrete mixture compaction
title_full_unstemmed Elastic aftereffect in the process of asphalt concrete mixture compaction
title_short Elastic aftereffect in the process of asphalt concrete mixture compaction
title_sort elastic aftereffect in the process of asphalt concrete mixture compaction
topic asphalt-concrete mix
compaction
smooth drum roller
rheological model
elastic aftereffect
url https://ntv-brgu.ru/wp-content/arhiv/2021-N1/2021-01-08.pdf
work_keys_str_mv AT shishkinea elasticaftereffectintheprocessofasphaltconcretemixturecompaction
AT ivanchenkosn elasticaftereffectintheprocessofasphaltconcretemixturecompaction
AT smolyakovaa elasticaftereffectintheprocessofasphaltconcretemixturecompaction