Comparison of Static and Dynamic Lateral Stiffnesses of a Driven Pile

Accurate modeling of support conditions is important in the analysis of bridges for seismic loading. To address the problem of modeling the soil-structure interface of bridges supported by piles driven in loess in West Tennessee, a series of quick-release ("pluck") tests were performed. In...

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Veröffentlicht in:	Journal of bridge engineering 2001-04, Vol.6 (2), p.131-135
Hauptverfasser:	Burdette, Edwin G, Pezeshk, Shahram, Deatherage, J. Harold, Goodpasture, David W
Format:	Artikel
Sprache:	eng
Schlagworte:	TECHNICAL PAPERS
Online-Zugang:	Volltext
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