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    Mechanistic Design Concepts for Heavyweight F‐15 Aircraft on Flexible Pavement

    Source: Journal of Transportation Engineering, Part A: Systems:;1988:;Volume ( 114 ):;issue: 003
    Author:
    Henry F. Kelly
    ,
    Marshall R. Thompson
    DOI: 10.1061/(ASCE)0733-947X(1988)114:3(323)
    Publisher: American Society of Civil Engineers
    Abstract: A new F‐15 aircraft is now the heaviest fighter aircraft in the United States Air Force inventory. A mechanistic design procedure is developed for flexible pavements to accommodate the heavyweight F‐15 loading. The ILLI‐PAVE finite element computer program is used as the structural model to compute pavement structural responses. Design algorithms are developed from an ILLI‐PAVE data base and are demonstrated in an example problem. The proposed design procedure is then compared with the present U.S. Department of Defense (DOD) procedure. The DOD procedure does not adequately consider asphaltconcrete fatigue effects. DOD minimum surface thickness requirements may not be sufficient to prevent premature cracking of pavements subjected to long‐term use by the heavyweight F‐15 aircraft. However, the DOD procedure may be overly conservative for subgrade rutting.
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      Mechanistic Design Concepts for Heavyweight F‐15 Aircraft on Flexible Pavement

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/36381
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorHenry F. Kelly
    contributor authorMarshall R. Thompson
    date accessioned2017-05-08T21:02:24Z
    date available2017-05-08T21:02:24Z
    date copyrightMay 1988
    date issued1988
    identifier other%28asce%290733-947x%281988%29114%3A3%28323%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36381
    description abstractA new F‐15 aircraft is now the heaviest fighter aircraft in the United States Air Force inventory. A mechanistic design procedure is developed for flexible pavements to accommodate the heavyweight F‐15 loading. The ILLI‐PAVE finite element computer program is used as the structural model to compute pavement structural responses. Design algorithms are developed from an ILLI‐PAVE data base and are demonstrated in an example problem. The proposed design procedure is then compared with the present U.S. Department of Defense (DOD) procedure. The DOD procedure does not adequately consider asphaltconcrete fatigue effects. DOD minimum surface thickness requirements may not be sufficient to prevent premature cracking of pavements subjected to long‐term use by the heavyweight F‐15 aircraft. However, the DOD procedure may be overly conservative for subgrade rutting.
    publisherAmerican Society of Civil Engineers
    titleMechanistic Design Concepts for Heavyweight F‐15 Aircraft on Flexible Pavement
    typeJournal Paper
    journal volume114
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1988)114:3(323)
    treeJournal of Transportation Engineering, Part A: Systems:;1988:;Volume ( 114 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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