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- W2079009305 startingPage "1217" @default.
- W2079009305 abstract "An experimental study using resonant column tests determined the effects of drained shearing creep on the low‐amplitude shear modulus, GO, of three cohesive soils. The soils tested were a remolded kaolinite clay, a slurry consolidated clay and a natural “undisturbed” silty clay. It was found that in normally consolidated clays during the first stages of creep, characterized by fast rates of deformation, the value of GO is reduced significantly. The reduction was more pronounced for the higher stress levels. For the low rates of deformation characterizing the later stages of creep GO not only regains the initial loss but eventually exceeds the pre‐creep value. In over consolidated clays the initial drop of GO is not recovered although the value of GO is increasing slowly with time. It was also found that a temporary release of the confining pressure from a clay specimen may enhance the effects of previous creep on this specimen." @default.
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- W2079009305 date "1983-10-01" @default.
- W2079009305 modified "2023-10-05" @default.
- W2079009305 title "Effect of Creep on Shear Modulus of Clays" @default.
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- W2079009305 doi "https://doi.org/10.1061/(asce)0733-9410(1983)109:10(1217)" @default.
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