Cargando…

Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies

To address the severe distresses of asphalt pavement, a new type of pavement maintenance treatment, porous ultra-thin overlay (PUTO) with small particle size was proposed. The PUTO has a thickness of 1.5–2.5 cm and a large void ratio of 18–25%. As a newly asphalt mixture, the structure characteristi...

Descripción completa

Detalles Bibliográficos
Autores principales: Tian, Jiahao, Luo, Sang, Liu, Ziming, Yang, Xu, Lu, Qing
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7601332/
https://www.ncbi.nlm.nih.gov/pubmed/33050514
http://dx.doi.org/10.3390/ma13204496
_version_ 1783603388003385344
author Tian, Jiahao
Luo, Sang
Liu, Ziming
Yang, Xu
Lu, Qing
author_facet Tian, Jiahao
Luo, Sang
Liu, Ziming
Yang, Xu
Lu, Qing
author_sort Tian, Jiahao
collection PubMed
description To address the severe distresses of asphalt pavement, a new type of pavement maintenance treatment, porous ultra-thin overlay (PUTO) with small particle size was proposed. The PUTO has a thickness of 1.5–2.5 cm and a large void ratio of 18–25%. As a newly asphalt mixture, the structure characteristics differ from poor traditional pavement. Therefore, it is necessary to investigate the fabrication schemes in laboratory and on-site, respectively. In this study, the optimal fabrication schemes, including compaction temperature and number of blows of PUTO were determined based on Cantabro test and volumetric parameters. Then, the corresponding relationship between laboratory and on-site compaction work was then established based on the energy equivalent principle. On this basis, the numbers of on-site rolling passes and the combination method were calculated. The results show that increased compaction temperature and number of blows reduce the height and enhance the compaction of the Marshall sample. With the same temperature and number of blows, the raveling resistance of coarse gradation, Pavement Asphalt Concrete-1 (PAC-1) is better than that of fine gradation, Pavement Asphalt Concrete-2 (PAC-2), and the increased asphalt viscosity significantly improves the raveling resistance of the asphalt mixture. To ensure the scattering resistance and volumetric characteristic, the initial compaction temperature of the PAC-1 and PAC-2 should not be lower than 150 °C and 165 °C, respectively. Then, the laboratory compaction work and on-site compaction work were calculated and converted based on the principle of energy equivalence. Consequently, the on-site compaction combination of rolling machines for four asphalt mixtures was determined. According to the volumetric parameters, the paving test section proved that the construction temperature and the on-site rolling combination determined by laboratory tests are reasonable, and ultra-thin overlay has good structural stability, drainage, and skid resistance.
format Online
Article
Text
id pubmed-7601332
institution National Center for Biotechnology Information
language English
publishDate 2020
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-76013322020-11-01 Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies Tian, Jiahao Luo, Sang Liu, Ziming Yang, Xu Lu, Qing Materials (Basel) Article To address the severe distresses of asphalt pavement, a new type of pavement maintenance treatment, porous ultra-thin overlay (PUTO) with small particle size was proposed. The PUTO has a thickness of 1.5–2.5 cm and a large void ratio of 18–25%. As a newly asphalt mixture, the structure characteristics differ from poor traditional pavement. Therefore, it is necessary to investigate the fabrication schemes in laboratory and on-site, respectively. In this study, the optimal fabrication schemes, including compaction temperature and number of blows of PUTO were determined based on Cantabro test and volumetric parameters. Then, the corresponding relationship between laboratory and on-site compaction work was then established based on the energy equivalent principle. On this basis, the numbers of on-site rolling passes and the combination method were calculated. The results show that increased compaction temperature and number of blows reduce the height and enhance the compaction of the Marshall sample. With the same temperature and number of blows, the raveling resistance of coarse gradation, Pavement Asphalt Concrete-1 (PAC-1) is better than that of fine gradation, Pavement Asphalt Concrete-2 (PAC-2), and the increased asphalt viscosity significantly improves the raveling resistance of the asphalt mixture. To ensure the scattering resistance and volumetric characteristic, the initial compaction temperature of the PAC-1 and PAC-2 should not be lower than 150 °C and 165 °C, respectively. Then, the laboratory compaction work and on-site compaction work were calculated and converted based on the principle of energy equivalence. Consequently, the on-site compaction combination of rolling machines for four asphalt mixtures was determined. According to the volumetric parameters, the paving test section proved that the construction temperature and the on-site rolling combination determined by laboratory tests are reasonable, and ultra-thin overlay has good structural stability, drainage, and skid resistance. MDPI 2020-10-10 /pmc/articles/PMC7601332/ /pubmed/33050514 http://dx.doi.org/10.3390/ma13204496 Text en © 2020 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Tian, Jiahao
Luo, Sang
Liu, Ziming
Yang, Xu
Lu, Qing
Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies
title Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies
title_full Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies
title_fullStr Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies
title_full_unstemmed Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies
title_short Determination of Construction Parameters of Porous Ultra-Thin Overlays Based on Laboratory Compaction Studies
title_sort determination of construction parameters of porous ultra-thin overlays based on laboratory compaction studies
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7601332/
https://www.ncbi.nlm.nih.gov/pubmed/33050514
http://dx.doi.org/10.3390/ma13204496
work_keys_str_mv AT tianjiahao determinationofconstructionparametersofporousultrathinoverlaysbasedonlaboratorycompactionstudies
AT luosang determinationofconstructionparametersofporousultrathinoverlaysbasedonlaboratorycompactionstudies
AT liuziming determinationofconstructionparametersofporousultrathinoverlaysbasedonlaboratorycompactionstudies
AT yangxu determinationofconstructionparametersofporousultrathinoverlaysbasedonlaboratorycompactionstudies
AT luqing determinationofconstructionparametersofporousultrathinoverlaysbasedonlaboratorycompactionstudies