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Effect of aging on shear-strength properties of normally consolidated clay
Triaxial tests on samples which were normally consolidated for different periods of time prior to subsequent shear test; with time clay becomes more brittle with smaller failure strains and undrained shear strength shows slight increase; study of stress-strain curves leads to conclusion that effect of time can be explained by growing of cohesive bonds at contact points between particles; cohesive bonds lead to greater resistance against shear deformation, but they are gradually destroyed for increasing strain.
Effect of aging on shear-strength properties of normally consolidated clay
Triaxial tests on samples which were normally consolidated for different periods of time prior to subsequent shear test; with time clay becomes more brittle with smaller failure strains and undrained shear strength shows slight increase; study of stress-strain curves leads to conclusion that effect of time can be explained by growing of cohesive bonds at contact points between particles; cohesive bonds lead to greater resistance against shear deformation, but they are gradually destroyed for increasing strain.
Effect of aging on shear-strength properties of normally consolidated clay
Geotechnique
Bjerrum, L. (author) / Lo, K.Y. (author)
Geotechnique ; 13
1963
11 pages
Article (Journal)
English
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