Backcalculated Dynamic Modulus Master Curve From the Time Histories of Falling Weight Deflectometer Surface Deflections
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2025-07-14
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Edition:Final Report
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Abstract:Accurate structural evaluation of flexible pavements is important for cost-efficient maintenance and rehabilitation (M&R) strategies. Traditional back-calculation methods based on Falling Weight Deflectometer (FWD) data assume elastic behavior, overlooking the viscoelastic nature of asphalt materials and subsequently leading to inaccuracies. This study introduces a mechanistic-based back-calculation technique to estimate the dynamic modulus (E*) master curve directly from FWD time-history data. By integrating layered elastic theory with viscoelastic principles, the proposed method first determines the relaxation modulus, E(t), using Differential-Time Fourier Transform (DTFT) analysis. This time-domain response is then converted into the frequency domain to construct the E* master curve. Validation against laboratory-measured dynamic modulus values from field-cored specimens demonstrates that the proposed technique generates highly accurate E* master curves for all asphalt layers. Moreover, the findings highlighted the importance of accurate pavement structural information, such as layer thickness and Poisson’s ratio, for achieving reliable E* master curve.
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Main Document Checksum:urn:sha-512:eab42d3b857df964bea3ca5ecfd26a016df1f1e6b9350a8cbdf8d6b57450edc4e7dc7706ca85b4b4bf3b88af0ef8eaba3af451f886f25ab4ff6cee410cb76e91
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