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- W2351556950 abstract "Vibration of inhomogeneous viscous elastic pile was studied to develop a new theory, in which surrounding layered soils are described with generalized Voigt model. In practice many Voigt units are connected in series. Then, a series of analytical responses in frequency or time domain are obtained with Laplace transform and inverse Fourier transform at condition of transient half cycle sin wave shaped excitation on the pile top. Based on this, several figures are prepared to illustrate the influences of pile viscosity and soil model parameters on the responses, and some important conclusions are drawn for pile integrity test. It was shown that the interfaces between adjacent soil layers had little influence on the response of the pile top and that the effects of pile viscosity on the response are different from those of damping of soil around the pile. It was proved that the new theory was better than the current ones and that the theoretical curves were in good agreement with these of field measurement by three examples of matching between measured curves and theoretical curves." @default.
- W2351556950 created "2016-06-24" @default.
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- W2351556950 date "2002-01-01" @default.
- W2351556950 modified "2023-09-23" @default.
- W2351556950 title "Vibration of inhomogeneous viscous-elastic pile embedded in layered soils with general Voigt model" @default.
- W2351556950 hasPublicationYear "2002" @default.
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