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    Determination of Bearing Capacity of Cleared and Graded Areas at Airports

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001::page 04020086-1
    Author:
    Vittorio Ranieri
    ,
    Nicola Berloco
    ,
    Donato D’Auria
    ,
    Vincenzo Disalvo
    ,
    Veronica Fedele
    ,
    Paolo Intini
    ,
    Pasquale Colonna
    DOI: 10.1061/JPEODX.0000247
    Publisher: ASCE
    Abstract: Aircraft veer-off is a lateral excursion from the runway. The cleared and graded area (CGA) outside a runway is provided with graded bearing capacity to stop veered-off aircraft. However, no precise design standards about the gradation of bearing capacity in the CGA are provided. This study attempts to address these deficiencies by proposing the division of CGAs into strips of specified widths and bearing capacities, decreasing toward the outside. The CGA division into strips is based on a risk assessment procedure based on historical worldwide veer-off accidents (1980–2016). Probabilities and consequences associated to side distances run by aircraft veered off from the runway centerline (CL) were assessed. Risks were computed by combining probabilities and consequences. Three CGA strips were proposed at different distances (30–50, 50–65, and 65–105  m) from the CL. The California bearing ratios (CBRs) associated to each CGA strip were determined through a veer-off simulation model, considering different exit angles, soil properties, and other characteristics. Among the different considered combinations of CBRs compliant with current regulations, those deemed to provide the safest aircraft stopping (at given exit angles and weight conditions) were set to 17, 16, and 15 for each strip. Additional safety measures were proposed as well.
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      Determination of Bearing Capacity of Cleared and Graded Areas at Airports

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270734
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    contributor authorVittorio Ranieri
    contributor authorNicola Berloco
    contributor authorDonato D’Auria
    contributor authorVincenzo Disalvo
    contributor authorVeronica Fedele
    contributor authorPaolo Intini
    contributor authorPasquale Colonna
    date accessioned2022-02-01T00:00:31Z
    date available2022-02-01T00:00:31Z
    date issued3/1/2021
    identifier otherJPEODX.0000247.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270734
    description abstractAircraft veer-off is a lateral excursion from the runway. The cleared and graded area (CGA) outside a runway is provided with graded bearing capacity to stop veered-off aircraft. However, no precise design standards about the gradation of bearing capacity in the CGA are provided. This study attempts to address these deficiencies by proposing the division of CGAs into strips of specified widths and bearing capacities, decreasing toward the outside. The CGA division into strips is based on a risk assessment procedure based on historical worldwide veer-off accidents (1980–2016). Probabilities and consequences associated to side distances run by aircraft veered off from the runway centerline (CL) were assessed. Risks were computed by combining probabilities and consequences. Three CGA strips were proposed at different distances (30–50, 50–65, and 65–105  m) from the CL. The California bearing ratios (CBRs) associated to each CGA strip were determined through a veer-off simulation model, considering different exit angles, soil properties, and other characteristics. Among the different considered combinations of CBRs compliant with current regulations, those deemed to provide the safest aircraft stopping (at given exit angles and weight conditions) were set to 17, 16, and 15 for each strip. Additional safety measures were proposed as well.
    publisherASCE
    titleDetermination of Bearing Capacity of Cleared and Graded Areas at Airports
    typeJournal Paper
    journal volume147
    journal issue1
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000247
    journal fristpage04020086-1
    journal lastpage04020086-12
    page12
    treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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