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- W193114055 abstract "There is no unique virgin compression path for partly saturated soils but depends on the initial state (e, w and Sr). Based on experimental results, a relation between k and Sr has been proposed. Even for virgin states, the friction factor, M has been shown to depend on degree of saturation and it follows a similar law under both applied stress and induce suction probes. (A) For the covering abstract see IRRD 881647." @default.
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- W193114055 date "1995-01-01" @default.
- W193114055 modified "2023-09-27" @default.
- W193114055 title "TRIAXIAL COMPRESSION AND SHEAR TESTS ON PARTLY SATURATED SOILS" @default.
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