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- W656016680 abstract "A method of estimating the modulus and thickness of concrete pavement surface layer directly from nondestructive (NDT) deflection testing has been developed at the New York State Department of Transportation (NYSDOT). This method is fast and requires no backcalculation techniques for deflection analysis. It is developed from pressure distribution factors at sensor locations based on deflection data obtained in an elastic half-space with known modulus of elasticity. In a portland cement concrete pavement, the deflection changes at shorter distances from load center are less influenced by the underlying layers because of high modulus ratio between the surface and subbase layers. This fact allows one to apply pressure distribution factors to estimate the surface layer thickness and modulus. Surface layer modulus and thickness determined by the new method were validated. Case studies from NYSDOT falling-weight deflectometer testing are presented to demonstrate applicability of the new method. Most importantly, all computations are made with a spreadsheet program requiring no sophisticated computer program. This method provides state highway agencies a useful tool in analyzing NDT deflection data." @default.
- W656016680 created "2016-06-24" @default.
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- W656016680 date "2000-01-01" @default.
- W656016680 modified "2023-09-24" @default.
- W656016680 title "DETERMINATION OF CONCRETE PAVEMENT SURFACE LAYER MODULUS AND THICKNESS USING NONDESTRUCTIVE DEFLECTION TESTING" @default.
- W656016680 hasPublicationYear "2000" @default.
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