Pore Pressure Response of Liquefied Sand in Full-Scale Lateral Pile Load Tests

Several full-scale lateral pile load tests were performed at Treasure Island in the San Francisco Bay in sand liquefied by controlled blasting. Cyclic lateral loads were applied to the foundations with displacements up to 225 mm. Piezometers were installed adjacent to, and at a distance up to 4.2 m...

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Veröffentlicht in:	Transportation research record 2002, Vol.1808 (1), p.21-29
Hauptverfasser:	Ashford, Scott A., Weaver, Thomas J., Rollins, Kyle M.
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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