Residual strength after liquefaction: A rheological approach

The motion of a sphere pulled through liquefied sand of low relative density has been observed. Long triaxial specimens were prepared around a 12.7 mm-diameter sphere loaded by a wire/deadweight system. Velocities and drag forces were measured over a large range of shear strains and strain rates. Ty...

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Veröffentlicht in:Soil dynamics and earthquake engineering (1984) 2006-02, Vol.26 (2), p.143-151
Hauptverfasser: de Alba, Pedro, Ballestero, Thomas P.
Format: Artikel
Sprache:eng
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Zusammenfassung:The motion of a sphere pulled through liquefied sand of low relative density has been observed. Long triaxial specimens were prepared around a 12.7 mm-diameter sphere loaded by a wire/deadweight system. Velocities and drag forces were measured over a large range of shear strains and strain rates. Typical behavior involved a rapid drop to a non-zero minimum drag resistance followed by an increase in resistance with velocity. These results suggest that residual strength of sand after liquefaction is rate-dependent, and that the Bingham Plastic model seems a reasonable fit to the observed behavior over a large range of sliding velocities. Shear stresses calculated from the hydrodynamics of the sphere are of the same order as those inferred from field case histories.
ISSN:0267-7261
1879-341X
DOI:10.1016/j.soildyn.2005.02.011