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- W1963570184 abstract "Abstract Unconfined impact compression tests were used to measure dynamic parameters of soil samples in the domains of stress wave propagation and dynamic deformation. The high-frequency equivalent Young's modulus, which was determined by the reflection theory of one-dimensional elastic stress waves, increased exponentially with water content. The low-frequency equivalent Young's modulus, which was defined as the initial gradient of a stress-strain curve, decreased exponentially with increasing water content. The high-frequency equivalent Young's modulus was one to two orders of magnitude larger than the low-frequency one. Water content, height of soil samples and drop height affected the dynamic stress-strain relationships of the soil samples. The Maxwell's viscoelastic fluid model described the stress-strain relationships well, and the values of the model parameters varied with water content and frequency." @default.
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- W1963570184 date "1992-05-01" @default.
- W1963570184 modified "2023-09-27" @default.
- W1963570184 title "Dependency of observation parameters on soil dynamic parameters in unconfined impact compression tests" @default.
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- W1963570184 doi "https://doi.org/10.1016/0022-4898(92)90001-z" @default.
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