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Shock induced stress wave propagation in sand
Air shock-induced stress waves in bars of dry sand confined under constant lateral pressure were investigated; stresses were measured at number of cross sections by embedded gages; information was obtained on wave velocity, peak stress attenuation, and reflected stresses; observed change in wave shape was bending over of front and lengthening of period; it was demonstrated that nonlinear, inelastic theory based on static stress-strain characteristics of sand could be used to predict all of significant features of observed wave, but to provide quantitative prediction of change in shape and wave velocity it was necessary to hypothesize some time-dependent stress-strain behavior.
Shock induced stress wave propagation in sand
Air shock-induced stress waves in bars of dry sand confined under constant lateral pressure were investigated; stresses were measured at number of cross sections by embedded gages; information was obtained on wave velocity, peak stress attenuation, and reflected stresses; observed change in wave shape was bending over of front and lengthening of period; it was demonstrated that nonlinear, inelastic theory based on static stress-strain characteristics of sand could be used to predict all of significant features of observed wave, but to provide quantitative prediction of change in shape and wave velocity it was necessary to hypothesize some time-dependent stress-strain behavior.
Shock induced stress wave propagation in sand
ASCE -- Proc (J Soil Mechanics Foundations Div)
Selig, E.T. (author) / Vey, E.E. (author)
1965
31 pages
Article (Journal)
English
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