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 |
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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. |
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ISSN: | 0267-7261 1879-341X |
DOI: | 10.1016/j.soildyn.2005.02.011 |