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dc.contributor.authorZhao Jun
dc.contributor.authorTan Zhi-ming
dc.date.accessioned2017-05-08T22:04:58Z
dc.date.available2017-05-08T22:04:58Z
dc.date.copyrightJuly 2008
dc.date.issued2008
dc.identifier.otherjhtrcq%2E0000219.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70778
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect on Slab Corner Deflection of Cement Concrete Pavement Due to Measurement Point Offset and Its Correction
dc.typeJournal Paper
dc.journal.volume3
dc.journal.issue1
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000219
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2008:;Volume ( 003 ):;issue: 001
dc.contenttypeFulltext


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