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dc.contributor.authorMiah, MT
dc.contributor.authorOh, E
dc.contributor.authorChai, G
dc.contributor.authorBell, P
dc.date.accessioned2022-05-09T23:23:32Z
dc.date.available2022-05-09T23:23:32Z
dc.date.issued2022
dc.identifier.isbn9783030873783
dc.identifier.issn2366-2557
dc.identifier.doi10.1007/978-3-030-87379-0_16
dc.identifier.urihttp://hdl.handle.net/10072/414370
dc.description.abstractThe friction of runway pavement is critical for the safety of aircraft landing and movement on the runway. Tire hydroplaning may lead the aircraft to move off the runway and hinder the safe landing during wet weather conditions. Grooving on the runway is one way to develop frictional braking resistance and diminish hydroplaning's potential risk by improving runway surface drainage capacity during damp weather. According to the Federal Aviation Administration (FAA), groove construction must follow specific dimensions to maintain skid-resistant airport pavement surfaces. However, the groove area can be reduced for several reasons, and regrooving is essential if 40% of the runway groove of a substantial length decreased to 50% of its original dimension. Grooves initiate different potential distress mechanisms that are not found in an ungrooved pavement surface. Groove closure in different airports with hot weather is a frequent and prominent form of distress that substantially declines the grooves’ effectiveness. Moreover, the degree of the declination of groove dimensions has not been quantified in a theoretical method. This paper discussed the current technique and importance of runway grooving. In addition to this, this paper reviews different potential distress mechanisms and issues related to groove deterioration. Finally, a brief of a predictive modeling requirement is illustrated, which is significant for the authority concern for maintenance and reinstate the grooving in the runway for friction development.
dc.description.peerreviewedYes
dc.publisherSpringer International Publishing
dc.relation.ispartofconferencetitleLecture Notes in Civil Engineering
dc.relation.ispartofdatefrom2021-07-14
dc.relation.ispartofdateto2021-07-15
dc.relation.ispartoflocation12th International Conference on Road and Airfield Pavement Technology
dc.relation.ispartofpagefrom219
dc.relation.ispartofpageto240
dc.relation.ispartofvolume193
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchcode4005
dc.titleRunway Grooving Techniques and Exploratory Study of the Deterioration Model
dc.typeConference output
dc.type.descriptionE1 - Conferences
dcterms.bibliographicCitationMiah, MT; Oh, E; Chai, G; Bell, P, Runway Grooving Techniques and Exploratory Study of the Deterioration Model, Lecture Notes in Civil Engineering, 2022, 193, pp. 219-240
dc.date.updated2022-05-04T01:10:46Z
dc.description.versionAccepted Manuscript (AM)
gro.rights.copyright© 2022 Springer-Verlag Berlin Heidelberg. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the conference's website for access to the definitive, published version.
gro.hasfulltextFull Text
gro.griffith.authorOh, Erwin


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