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- W591213875 abstract "A realistic way of using NDT deflection data, which will reduce variations among backcalculation results and, consequently, improve accuracy of the backcalculation analysis is introduced. This approach is based on St. Venant's principle, which in effect states, “If an actual distribution of forces is replaced by a statically equivalent system, then the distribution of stress and strain is altered only near the regions of load application”. In this study it is shown that, for a given measurement point and irrespective of distribution of load below the FWD loading plate, very good back-calculation results were obtained when backcalculation analysis was performed without using DO-deflection." @default.
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- W591213875 date "2021-12-20" @default.
- W591213875 modified "2023-10-16" @default.
- W591213875 title "Backcalculation of Pavement Layer Moduli without Using D0-Deflection" @default.
- W591213875 doi "https://doi.org/10.1201/9781003078814-70" @default.
- W591213875 hasPublicationYear "2021" @default.
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