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Consolidation of normally consolidated clay
Based on idealized physical properties of saturated, normally consolidated clay, simple nonlinear theory of one-dimensional consolidation is developed and solved by means of finite difference approximations; to assess validity of theory, tests were conducted on three remolded saturated clays in 10-in. diam oedometers in which settlements, pore pressures, and total stresses were measured; it was found that for materials tested, nonlinear theory is in closer agreement with observations than linear Terzaghi theory.
Consolidation of normally consolidated clay
Based on idealized physical properties of saturated, normally consolidated clay, simple nonlinear theory of one-dimensional consolidation is developed and solved by means of finite difference approximations; to assess validity of theory, tests were conducted on three remolded saturated clays in 10-in. diam oedometers in which settlements, pore pressures, and total stresses were measured; it was found that for materials tested, nonlinear theory is in closer agreement with observations than linear Terzaghi theory.
Consolidation of normally consolidated clay
ASCE -- Proc (J Soil Mechanics Foundations Div)
Barden, L. (author) / Berry, P.L. (author)
1965
21 pages
Article (Journal)
English
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