Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense Precipitation
A runway pavement during its useful life is subject to a series of deteriorations because of repeated load cycles and environmental conditions. One of the most common deteriorations is the formation of rutting (surface depression in the wheel path) on the runway surface. Rutting negatively affects a...
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MDPI AG
2023-03-01
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Series: | Designs |
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Online Access: | https://www.mdpi.com/2411-9660/7/2/41 |
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author | Emanuele Toraldo Misagh Ketabdari Gianluca Battista Maurizio Crispino |
author_facet | Emanuele Toraldo Misagh Ketabdari Gianluca Battista Maurizio Crispino |
author_sort | Emanuele Toraldo |
collection | DOAJ |
description | A runway pavement during its useful life is subject to a series of deteriorations because of repeated load cycles and environmental conditions. One of the most common deteriorations is the formation of rutting (surface depression in the wheel path) on the runway surface. Rutting negatively affects aircraft performance during landings and will behave even worse during precipitation or with the existence of fluid contaminations on the surface. This paper aims to develop a model for calculating aircraft braking distance during landing on wet-pavement runways affected by rutting based on dynamic skid resistances generated by tire–fluid–pavement interactions. Intense precipitation, variable rutting depths for a 100 m length step, water film depths (e.g., 1 to 26 mm), and aircraft wheel loads (e.g., 10 to 140 kN) are considered as the boundary conditions of the developed model. The output is a model that can estimate aircraft braking distance as a function of rutting depth and can perform further assessment of the probability of the occurrence of landing overrun. After validating the model with existing methodologies and calibrating it according to the actual landing distance required for each type of aircraft, an Italian airport is simulated using a model with real data regarding the level of service of its pavement surface characteristics. |
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institution | Directory Open Access Journal |
issn | 2411-9660 |
language | English |
last_indexed | 2024-03-11T05:05:48Z |
publishDate | 2023-03-01 |
publisher | MDPI AG |
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series | Designs |
spelling | doaj.art-36b2e2d0099941a7ba992bc38901a5532023-11-17T18:53:50ZengMDPI AGDesigns2411-96602023-03-01724110.3390/designs7020041Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense PrecipitationEmanuele Toraldo0Misagh Ketabdari1Gianluca Battista2Maurizio Crispino3Department of Civil and Environmental Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, ItalyDepartment of Civil and Environmental Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, ItalyDepartment of Civil and Environmental Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, ItalyDepartment of Civil and Environmental Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milan, ItalyA runway pavement during its useful life is subject to a series of deteriorations because of repeated load cycles and environmental conditions. One of the most common deteriorations is the formation of rutting (surface depression in the wheel path) on the runway surface. Rutting negatively affects aircraft performance during landings and will behave even worse during precipitation or with the existence of fluid contaminations on the surface. This paper aims to develop a model for calculating aircraft braking distance during landing on wet-pavement runways affected by rutting based on dynamic skid resistances generated by tire–fluid–pavement interactions. Intense precipitation, variable rutting depths for a 100 m length step, water film depths (e.g., 1 to 26 mm), and aircraft wheel loads (e.g., 10 to 140 kN) are considered as the boundary conditions of the developed model. The output is a model that can estimate aircraft braking distance as a function of rutting depth and can perform further assessment of the probability of the occurrence of landing overrun. After validating the model with existing methodologies and calibrating it according to the actual landing distance required for each type of aircraft, an Italian airport is simulated using a model with real data regarding the level of service of its pavement surface characteristics.https://www.mdpi.com/2411-9660/7/2/41aircraft landing braking distancetire–fluid–pavement interactionrutting depthsdynamic skid resistancerunway frictionwet runway pavement |
spellingShingle | Emanuele Toraldo Misagh Ketabdari Gianluca Battista Maurizio Crispino Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense Precipitation Designs aircraft landing braking distance tire–fluid–pavement interaction rutting depths dynamic skid resistance runway friction wet runway pavement |
title | Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense Precipitation |
title_full | Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense Precipitation |
title_fullStr | Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense Precipitation |
title_full_unstemmed | Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense Precipitation |
title_short | Assessing the Impact of Rutting Depth of Bituminous Airport Runway Pavements on Aircraft Landing Braking Distance during Intense Precipitation |
title_sort | assessing the impact of rutting depth of bituminous airport runway pavements on aircraft landing braking distance during intense precipitation |
topic | aircraft landing braking distance tire–fluid–pavement interaction rutting depths dynamic skid resistance runway friction wet runway pavement |
url | https://www.mdpi.com/2411-9660/7/2/41 |
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