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Shear stress and pore pressure in triaxial testing
Effect of frictional end restraint in triaxial testing may be avoided by using lubricated loading platens or segmental specimens; segmental specimens consist of central segment sandwiches between end segments that are sealed in latex film; pore pressures are measured only in rather uniformly stressed central zone; effects of stress history on pore pressure behavior in undrained shear are investigated, and results are found to be significantly different from similar results obtained by conventional triaxial tests; preliminary results of study of effects of strain rate on undrained shear strength.
Shear stress and pore pressure in triaxial testing
Effect of frictional end restraint in triaxial testing may be avoided by using lubricated loading platens or segmental specimens; segmental specimens consist of central segment sandwiches between end segments that are sealed in latex film; pore pressures are measured only in rather uniformly stressed central zone; effects of stress history on pore pressure behavior in undrained shear are investigated, and results are found to be significantly different from similar results obtained by conventional triaxial tests; preliminary results of study of effects of strain rate on undrained shear strength.
Shear stress and pore pressure in triaxial testing
ASCE -- Proc (J Soil Mechanics Foundations Div)
Blight, G.E. (author)
1965
15 pages
Article (Journal)
English
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