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- W2472181805 abstract "The effects of specimen size on the undrained strength and the strength anisotropy on I{sub p}, q{sub u} and OCR of Osaka alluvial clay are quantitatively discussed. No difference in undrained shear strength was found between the specimens with 15 mm diameter and those with 35 mm diameter for a wide range of q{sub u} and I{sub p}. The undrained strength anisotropy cannot be estimated by parameters such as the I{sub p} values for Osaka clay. The factors influencing undrained strength anisotropy on slop stability under the {phi}{sub u} = 0 condition is illustrated by a case study." @default.
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- W2472181805 date "1994-12-31" @default.
- W2472181805 modified "2023-09-23" @default.
- W2472181805 title "Undrained strength anisotropy of Osaka alluvial clay and effect on slope stability" @default.
- W2472181805 hasPublicationYear "1994" @default.
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