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Shear strength of sands during rapid loadings
Triaxial tests with times-to-failure ranging from 5 min to 5 msec were used to investigate effect of strain-rate on strength of dry and saturated sands; new techniques were developed for applying strains rapidly, and for measuring resultant stresses and pore pressures; peak friction angles of sands tested were substantially independent of failure-time; however, excess pore pressures generated within saturated loose sands did vary with failure-time.
Shear strength of sands during rapid loadings
Triaxial tests with times-to-failure ranging from 5 min to 5 msec were used to investigate effect of strain-rate on strength of dry and saturated sands; new techniques were developed for applying strains rapidly, and for measuring resultant stresses and pore pressures; peak friction angles of sands tested were substantially independent of failure-time; however, excess pore pressures generated within saturated loose sands did vary with failure-time.
Shear strength of sands during rapid loadings
ASCE -- Proc (J Soil Mechanics Foundation Div)
Whitman, R.V. (author) / Healy, K.A. (author)
1962
34 pages
Article (Journal)
English
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