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Friction and cohesion of saturated clays
Friction and cohesion of saturated clays were studied experimentally to determine influence of clay structure and method of loading; in remolded clay, cohesion dissipates with time when soil is subjected to either constant stress (creep test) or constant strain (relaxation test); in case of constant-stress test, progressive reduction in cohesion is accompanied by increase in frictional resistance; cohesion in flocculated clay does not dissipate in creep or relaxation tests until stresses close to ultimate strength are attained.
Friction and cohesion of saturated clays
Friction and cohesion of saturated clays were studied experimentally to determine influence of clay structure and method of loading; in remolded clay, cohesion dissipates with time when soil is subjected to either constant stress (creep test) or constant strain (relaxation test); in case of constant-stress test, progressive reduction in cohesion is accompanied by increase in frictional resistance; cohesion in flocculated clay does not dissipate in creep or relaxation tests until stresses close to ultimate strength are attained.
Friction and cohesion of saturated clays
ASCE -- Proc (J Soil Mechanics Foundations Div)
Wu, T.H. (author) / Douglas, A.G. (author) / Goughnour, R.D. (author)
1962
32 pages
Article (Journal)
English
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