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Clay strength under earthquake loading conditions
Procedure for determining combinations of sustained stress and pulsating stress that will cause failure of given soil is described and such data are presented for three soil types; for field and earthquake conditions, it is shown that relationship between total stress and total strain for some soils will not differ greatly from stress vs strain relationship for soils determined by conventional undrained test procedures; in sensitive clay, series of vibrations or stress pulses that will not in themselves cause failure, may induce increase in pore water pressure and initiate creep movement that will lead to failure some time after vibrations have ceased.
Clay strength under earthquake loading conditions
Procedure for determining combinations of sustained stress and pulsating stress that will cause failure of given soil is described and such data are presented for three soil types; for field and earthquake conditions, it is shown that relationship between total stress and total strain for some soils will not differ greatly from stress vs strain relationship for soils determined by conventional undrained test procedures; in sensitive clay, series of vibrations or stress pulses that will not in themselves cause failure, may induce increase in pore water pressure and initiate creep movement that will lead to failure some time after vibrations have ceased.
Clay strength under earthquake loading conditions
ASCE -- Proc (J Soil Mechanics Foundations Div)
Seed, H.B. (author) / Chan, C.K. (author)
1966
26 pages
Article (Journal)
English
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