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    Innovative Data Acquisition for Heavily Instrumented Flexible Pavements

    Source: Journal of Computing in Civil Engineering:;2008:;Volume ( 022 ):;issue: 003
    Author:
    Isaac L. Howard
    ,
    Kimberly A. Warren
    DOI: 10.1061/(ASCE)0887-3801(2008)22:3(206)
    Publisher: American Society of Civil Engineers
    Abstract: A data acquisition program was written to allow independent triggering of multiple test sections of a thin flexible pavement. A total of 129 electronic sensors were installed in 17 test sections and subjected to 2,100 truck passes over several months immediately after construction. The measured strains were highly variable in the thin flexible pavement, but the program was still able to successfully trigger each section independently. The majority of signal processing was also performed within the program, which was written in Lab VIEW 7 Express. This approach significantly reduced the amount of postprocessing effort that would have otherwise been required. The quality of the triggering approach was compared to independently collected weigh in motion data. The majority of the test sections recorded within 0.5% of the number of vehicles recorded by the weigh in motion system. Key components of all major facets of the data acquisition and programming performed are discussed in detail.
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      Innovative Data Acquisition for Heavily Instrumented Flexible Pavements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43373
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    contributor authorIsaac L. Howard
    contributor authorKimberly A. Warren
    date accessioned2017-05-08T21:13:28Z
    date available2017-05-08T21:13:28Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%290887-3801%282008%2922%3A3%28206%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43373
    description abstractA data acquisition program was written to allow independent triggering of multiple test sections of a thin flexible pavement. A total of 129 electronic sensors were installed in 17 test sections and subjected to 2,100 truck passes over several months immediately after construction. The measured strains were highly variable in the thin flexible pavement, but the program was still able to successfully trigger each section independently. The majority of signal processing was also performed within the program, which was written in Lab VIEW 7 Express. This approach significantly reduced the amount of postprocessing effort that would have otherwise been required. The quality of the triggering approach was compared to independently collected weigh in motion data. The majority of the test sections recorded within 0.5% of the number of vehicles recorded by the weigh in motion system. Key components of all major facets of the data acquisition and programming performed are discussed in detail.
    publisherAmerican Society of Civil Engineers
    titleInnovative Data Acquisition for Heavily Instrumented Flexible Pavements
    typeJournal Paper
    journal volume22
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(2008)22:3(206)
    treeJournal of Computing in Civil Engineering:;2008:;Volume ( 022 ):;issue: 003
    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
    yabeshDSpacePersian