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- W336156949 abstract "At low normal stress levels tensile strength of sand varies with either saturation or suction of soil in an up-and-down manner with a peak tensile strength that can occur at any degree of saturation. A theory that accurately predicts tensile strength of wet sand is presented. A closed form expression for tensile strength unifies tensile strength characteristics in all three water retention regimes: pendular, funicular, and capillary. Three parameters are employed in the theory; namely, the Internal friction angle (at low normal stress) , the inverse value of the air-entry pressure , and the pore size spectrum parameter n. It is shown that the magnitude of peak tensile strength is dominantly controlled by the parameter. The saturation at which peak tensile strength occurs only depends on the pore size spectrum parameter n." @default.
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- W336156949 date "2008-01-01" @default.
- W336156949 modified "2023-09-23" @default.
- W336156949 title "Prediction of Tensile Strength of Wet Sand (I) : Theory" @default.
- W336156949 hasPublicationYear "2008" @default.
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