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- W2890810876 abstract "The behaviour of laboratory prepared kaolin clay samples has been studied using triaxial series on normally and overconsolidated soil samples with various degrees of anisotropy. The influence of anisotropic stress history and stress rotation was investigated. It was noted that the degree of initial anisotropy has a large influence on the observed undrained shearing strength. The stress-strain relationships for anisotropically consolidated clay samples were found to be influenced by the induced anisotropic stress history. The failure condition of anisotropically consolidated clay samples in compression mode seems to be represented by the unique (straight line) envelope, while in extension mode, no such envelope was clearly denned." @default.
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- W2890810876 date "1989-01-01" @default.
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- W2890810876 title "Effect of Stress Rotation on the Strength and Deformation of Laboratory Prepared Clay Samples" @default.
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- W2890810876 doi "https://doi.org/10.1016/s1018-3639(18)30861-4" @default.
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