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Earthquake stability of long cohesive slope is examined with regard to effect of shear strain rate on shearing resistance; slope is assumed to be underlain by appreciably stiffer layer at certain depth; acceleration at which slope begins to yield is shown to be function of slope angle, soil strength and density, and depth; expressions are derived for velocity and depth of surface layer, and velocity distribution in plastic zone; similar expressions are derived for slopes initially undergoing steady-state creep.
Earthquake stability of long cohesive slope is examined with regard to effect of shear strain rate on shearing resistance; slope is assumed to be underlain by appreciably stiffer layer at certain depth; acceleration at which slope begins to yield is shown to be function of slope angle, soil strength and density, and depth; expressions are derived for velocity and depth of surface layer, and velocity distribution in plastic zone; similar expressions are derived for slopes initially undergoing steady-state creep.
Earthquake stability of cohesive slopes
ASCE -- Proc (J Soil Mechanics Foundations Div)
Finn, W.D.L. (author)
1966
11 pages
Article (Journal)
English
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