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- W783064669 abstract "Variability analysis is presented for asphalt strain, crushed stone pressure, and clay subgrade pressure data acquired from a low volume, thin flexible pavement field test performed in northeast Arkansas. The pavement was heavily instrumented and received uncharacteristically low amounts of rainfall for several months thereafter. The large amount of data acquired under these relatively constant moisture conditions served as an excellent tool to analyze the variability of full scale test data, especially in the context of measurement redundancy and appropriate analysis techniques. Three numerical analysis methods were used to assess construction variability: variability envelopes were + 30% for asphalt strain, + 21% for crushed stone pressure, and + 30% for clay subgrade pressure. An additional numerical analysis was performed in conjunction with a review of the literature to assess measurement variability: variability envelopes were + 35% for asphalt strain, + 23% for crushed stone pressure, and + 23% for clay subgrade pressure. A statistical analysis of the data set clearly showed that sensor redundancy (without a variability analysis) can lead to erroneous conclusions. The incorporation of measurement and construction variability into the analysis successfully addressed the erroneous results. The approach described in this paper can be used to plan instrumented test programs efficiently in the future." @default.
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- W783064669 date "2008-01-01" @default.
- W783064669 modified "2023-09-23" @default.
- W783064669 title "Variability Analysis of Low Volume Instrumented Thin Flexible Pavements" @default.
- W783064669 hasPublicationYear "2008" @default.
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