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- W2071654291 abstract "Remoulded clay bars of the same initial length but different initial water contents were allowed to dry, but prevented from shrinking in one direction. The water contents were measured when the bars cracked, and found to be essentially the same, independent of the initial water contents. The tensile strength of the clay drying from a given initial water content was measured as a function of water content to determine the tensile strength and hence the induced tensile stress at cracking. The relationship between water content and soil-water suction for drying clay was determined. The change in soil-water suction from the initial value, which can be shown to be equal to the induced tensile stresses in the case of isotropic shrinkage, was considerably larger than the measured tensile strengths except close to the start of the drying. It is suggested that the shrinkage of clay in the unrestricted directions effectively satisfies the internal equilibrium of the particles with respect to all three dimensions because water pressures act isotropically, and hence relieves the induced tensions in the constrained direction." @default.
- W2071654291 created "2016-06-24" @default.
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- W2071654291 date "1987-02-01" @default.
- W2071654291 modified "2023-09-24" @default.
- W2071654291 title "The mechanics of cracking of drying clay" @default.
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- W2071654291 doi "https://doi.org/10.1016/0021-8634(87)90118-1" @default.
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