Dynamic Viscoelastic Analysis of Falling Weight Deflectometer Deflections for Rigid and Flexible Pavements

This paper investigates the ability of a generalized Westergaard model consisting of a viscoelastic plate on a viscoelastic Winkler foundation to describe deflections of both rigid and flexible pavements under dynamic loading. The pavement response to falling weight deflectometer (FWD) loading was s...

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Veröffentlicht in:	Transportation research record 2015-01, Vol.2525 (1), p.31-39
Hauptverfasser:	Khazanovich, Lev, Booshehrian, Abbas
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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