Response of Continuous Pavements to Moving Dynamic Loads

A linear theory that may be used to predict the primary responses (stress, strain displacement) of continuous pavements to moving dynamic loads is presented. The theory is derived from the well-known convolution integral and its formulations in moving and stationary frames of reference are derived....

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Veröffentlicht in:	Journal of engineering mechanics 1993-09, Vol.119 (9), p.1762-1780
Hauptverfasser:	Hardy, M. S. A, Cebon, D
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Exact sciences and technology Road construction. Pavements. Maintenance Surfacing TECHNICAL PAPERS Transportation infrastructure
Online-Zugang:	Volltext
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