Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers

Traditional discontinuous paving technology of asphalt pavement is to pave and compact with two different gradation asphalt mixtures in the upper and lower layers, respectively, so the interlayer contact state of asphalt mixture is the major issue of pavement structure. Meanwhile, the continuous pav...

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Main Authors: Haitao Zhang, Mingyang Gong, Jian Wu, Quansheng Sun
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2019/2184094
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author Haitao Zhang
Mingyang Gong
Jian Wu
Quansheng Sun
author_facet Haitao Zhang
Mingyang Gong
Jian Wu
Quansheng Sun
author_sort Haitao Zhang
collection DOAJ
description Traditional discontinuous paving technology of asphalt pavement is to pave and compact with two different gradation asphalt mixtures in the upper and lower layers, respectively, so the interlayer contact state of asphalt mixture is the major issue of pavement structure. Meanwhile, the continuous paving technology is to pave and compact with two different gradation asphalt mixtures in the upper and lower layers simultaneously, which can solve the issue of interlayer contact appropriately. In order to contrast the shear performance of the structural layer based on continuous and discontinuous paving technology, in this project, through simulating site construction, the double-deck Marshall and rut specimens are prepared based on two different gradation asphalt mixtures simultaneously, and the mechanical and interlayer shear performances of asphalt mixtures under continuous and discontinuous paving technology are tested at room temperature, low temperature, and freeze-thaw. The test results show that the mechanical and interlayer shear performance of continuous paving asphalt mixtures is better than that of discontinuous paving asphalt mixture. The findings can provide a certain technical basis for the design of continuous paving asphalt pavement.
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institution Kabale University
issn 1687-8434
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language English
publishDate 2019-01-01
publisher Wiley
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spelling doaj-art-99b371122ea646ca9cd7a2dd76a873cf2025-08-20T03:36:48ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422019-01-01201910.1155/2019/21840942184094Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt LayersHaitao Zhang0Mingyang Gong1Jian Wu2Quansheng Sun3College of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaCollege of Civil Engineering, Northeast Forestry University, Harbin 150040, ChinaTraditional discontinuous paving technology of asphalt pavement is to pave and compact with two different gradation asphalt mixtures in the upper and lower layers, respectively, so the interlayer contact state of asphalt mixture is the major issue of pavement structure. Meanwhile, the continuous paving technology is to pave and compact with two different gradation asphalt mixtures in the upper and lower layers simultaneously, which can solve the issue of interlayer contact appropriately. In order to contrast the shear performance of the structural layer based on continuous and discontinuous paving technology, in this project, through simulating site construction, the double-deck Marshall and rut specimens are prepared based on two different gradation asphalt mixtures simultaneously, and the mechanical and interlayer shear performances of asphalt mixtures under continuous and discontinuous paving technology are tested at room temperature, low temperature, and freeze-thaw. The test results show that the mechanical and interlayer shear performance of continuous paving asphalt mixtures is better than that of discontinuous paving asphalt mixture. The findings can provide a certain technical basis for the design of continuous paving asphalt pavement.http://dx.doi.org/10.1155/2019/2184094
spellingShingle Haitao Zhang
Mingyang Gong
Jian Wu
Quansheng Sun
Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers
Advances in Materials Science and Engineering
title Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers
title_full Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers
title_fullStr Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers
title_full_unstemmed Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers
title_short Effects of Continuous Laydown and Compaction on Interlayer Shear Bonding of Asphalt Layers
title_sort effects of continuous laydown and compaction on interlayer shear bonding of asphalt layers
url http://dx.doi.org/10.1155/2019/2184094
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AT mingyanggong effectsofcontinuouslaydownandcompactiononinterlayershearbondingofasphaltlayers
AT jianwu effectsofcontinuouslaydownandcompactiononinterlayershearbondingofasphaltlayers
AT quanshengsun effectsofcontinuouslaydownandcompactiononinterlayershearbondingofasphaltlayers