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- W2340747524 abstract "Three different total stress-paths were followed during shearing of the anisotropic consolidated (CAU) tests: compression, extension and a stress-path simulating an element under a plate load test at depth. All CAU tests show a marked non-linearity of the stress-strain curves at the strain levels relevant to the field conditions. Significant differences were found for the stress-strain characteristics obtained from the tests following different stress-paths. In a situation such as that for the London Clay it is shown that tests starting from isotropic state of stress will miss the important part of the stress-strain curve and underestimate the soil stiffness." @default.
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- W2340747524 date "1986-01-01" @default.
- W2340747524 modified "2023-09-23" @default.
- W2340747524 title "A Laboratory Investigation of the Undrained Small Strain Behavior of London Clay" @default.
- W2340747524 hasPublicationYear "1986" @default.
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