Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/96509
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLu, Gen_US
dc.creatorHe, Zen_US
dc.creatorLiu, Pen_US
dc.creatorHe, Zen_US
dc.creatorLi, Gen_US
dc.creatorJiang, Hen_US
dc.creatorOeser, Men_US
dc.date.accessioned2022-12-07T02:55:14Z-
dc.date.available2022-12-07T02:55:14Z-
dc.identifier.issn1687-8086en_US
dc.identifier.urihttp://hdl.handle.net/10397/96509-
dc.language.isoenen_US
dc.publisherHindawi Publishing Corporationen_US
dc.rights© 2022 Guoyang Lu et al. This is an open access article distributed under the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.rightsThe following publication Lu, G., He, Z., Liu, P., He, Z., Li, G., Jiang, H., & Oeser, M. (2022). Estimation of Hydraulic Properties in Permeable Pavement Subjected to Clogging Simulation. Advances in Civil Engineering, 2022, 5091895 is available at https://doi.org/10.1155/2022/5091895.en_US
dc.titleEstimation of hydraulic properties in permeable pavement subjected to clogging simulationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume2022en_US
dc.identifier.doi10.1155/2022/5091895en_US
dcterms.abstractPermeable pavements are often affected by pore clogging, which leads to their functional failure and reduced service life. However, the clogging mechanism and its impact on the permeability and complex pore microstructures in pervious pavement remain unclear. The aim of current study is to quantify the clogging behavior in pervious pavement materials and carry out investigations on the development of pore characteristics and permeability. Novel polyurethane-bound pervious mixture (PUPM) was adopted for comparative study in present research with conventional Porous Asphalt (PA). The Aachen Polishing Machine (APM) was selected to perfectly serve as a simulator for clogging process of pavement in the actual service condition. The permeability and pore microstructure of the pervious pavement material were then characterized by using the self-developed permeameter and X-ray Computed Tomography (CT) scanning, respectively. The development of pore characteristics in terms of clogging was experimentally illustrated. Based on the pore characteristics, the flow behavior of PUPM subjected to different clogging periods was predicted based on the developed non-Darcy flow model. The developed experiments and analysis can further strengthen the understanding of the clogging mechanism within the porous pavement material. The results can also serve for the optimization of the pervious pavement design in the engineering application.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAdvances in civil engineering, 21 Jan. 2022, v. 2022, 5091895en_US
dcterms.isPartOfAdvances in civil engineeringen_US
dcterms.issued2022-01-21-
dc.identifier.scopus2-s2.0-85124032534-
dc.identifier.eissn1687-8094en_US
dc.identifier.artn5091895en_US
dc.description.validate202212 bckw-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.pubStatusPublisheden_US
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