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    Effect on Slab Corner Deflection of Cement Concrete Pavement Due to Measurement Point Offset and Its Correction

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
    Author:
    Zhao Jun
    ,
    Tan Zhi-ming
    DOI: 10.1061/JHTRCQ.0000219
    Publisher: American Society of Civil Engineers
    Abstract: In order to analyze the difference resulting from measurement point offset in the course of deflection measurements, the effect of measurement point offset on the deflection results was discussed by using two general deflection measurements. A parameter named coefficient of measurement point offset were introduced, and a method of eliminating effect of deflection results were established. The result shows that the dominant effect caused by measurement point offset can be modified by the coefficient related to the offset and relative radius of elastic foundation slab. If the method is used into the disposal of original data, the results with load offset can be transfer to the results of standard load position through a simple operation. In this way, the method can be applied to a relative broad field, the measurement efficiency can be improved greatly.
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      Effect on Slab Corner Deflection of Cement Concrete Pavement Due to Measurement Point Offset and Its Correction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70778
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    contributor authorZhao Jun
    contributor authorTan Zhi-ming
    date accessioned2017-05-08T22:04:58Z
    date available2017-05-08T22:04:58Z
    date copyrightJuly 2008
    date issued2008
    identifier otherjhtrcq%2E0000219.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70778
    description abstractIn order to analyze the difference resulting from measurement point offset in the course of deflection measurements, the effect of measurement point offset on the deflection results was discussed by using two general deflection measurements. A parameter named coefficient of measurement point offset were introduced, and a method of eliminating effect of deflection results were established. The result shows that the dominant effect caused by measurement point offset can be modified by the coefficient related to the offset and relative radius of elastic foundation slab. If the method is used into the disposal of original data, the results with load offset can be transfer to the results of standard load position through a simple operation. In this way, the method can be applied to a relative broad field, the measurement efficiency can be improved greatly.
    publisherAmerican Society of Civil Engineers
    titleEffect on Slab Corner Deflection of Cement Concrete Pavement Due to Measurement Point Offset and Its Correction
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000219
    treeJournal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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