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- W619014428 abstract "Most current mechanistic pavement design methods are based on strain calculated at the bottom of the asphalt layer and the top of the subgrade. Because the only part of a pavement that is reasonably accessible when construction has been completed is the surface, it is virtually impossible to verify for a design that the parameters have actually been met. The ability of the engineer to check the design will therefore be greatly enhanced if a parameter based on surface deflection can be used. The development of just such a parameter, which has been called the tangent slope, is reported. This parameter is the slope of the tangent drawn from the point of maximum deflection of the pavement to graze its surface. A sensitivity analysis is reported in which the tangent slope is compared with several other parameters based on surface deflection as well as the conventional asphalt and subgrade strains. The calibration by back analysis of the tangent slope against current practice is presented so that is can be used as a design parameter, although its principal use may be as a tool for the structural evaluation of existing pavements and for validating designs." @default.
- W619014428 created "2016-06-24" @default.
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- W619014428 date "1984-01-01" @default.
- W619014428 modified "2023-09-24" @default.
- W619014428 title "USE OF SURFACE DEFLECTION FOR PAVEMENT DESIGN AND EVALUATION" @default.
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