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Earthquake stability of slopes of cohesionless soils
Evaluation of effect of ground accelerations on stability of slopes of cohesionless materials, and yield acceleration at which slippage will begin to occur; experimental data are presented indicating that for dense cohesionless soils there is small shear strength developed at zero confining pressure that can have profound effect on yield accelerations of small embankments; analyses for determining yield acceleration and position of sliding surface are presented.
Earthquake stability of slopes of cohesionless soils
Evaluation of effect of ground accelerations on stability of slopes of cohesionless materials, and yield acceleration at which slippage will begin to occur; experimental data are presented indicating that for dense cohesionless soils there is small shear strength developed at zero confining pressure that can have profound effect on yield accelerations of small embankments; analyses for determining yield acceleration and position of sliding surface are presented.
Earthquake stability of slopes of cohesionless soils
ASCE -- Proc (J Soil Mechanics Foundations Div)
Seed, H.B. (author) / Goodman, R.E. (author)
1964
31 pages
Article (Journal)
English
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