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- W1996761134 abstract "A tensile stress is generated in a drying bar of clay that is prevented from shrinking in one direction. Theory predicts that after an initial period of drying the stress is equal to a constant fraction of the equivalent soil—water suction P (as inferred from the water content). The latter stage is independent of the initial water content of the bar. Calculations of tensile stress using critical state soil mechanics on published data for seven remoulded clays gave values in the range 0·15P to 0·22P. The clay cracks at a unique water content, which is independent of the initial water content, and can be determined if the relationship between tensile strength and water content is known. Published experimental results on kaolinite confirmed the uniqueness of the water content at cracking but provided poor agreement with the predicted value. Some inadequacies of the experiments are discussed." @default.
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- W1996761134 date "1987-05-01" @default.
- W1996761134 modified "2023-10-18" @default.
- W1996761134 title "The tensile stress generated in clay through drying" @default.
- W1996761134 doi "https://doi.org/10.1016/s0021-8634(87)80024-0" @default.
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