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A viscoelastic model for the dynamic response of soils to periodical surface water disturbance

✍ Scribed by P. C. Hsieh


Publisher
John Wiley and Sons
Year
2006
Tongue
English
Weight
210 KB
Volume
30
Category
Article
ISSN
0363-9061

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✦ Synopsis


Abstract

In many instances soils can be assumed to behave like viscoelastic materials during loading/unloading cycles, and this study is aimed at setting up a viscoelastic model to investigate the dynamic response of a porous soil layer of finite thickness under the effect of periodically linear water waves. The waves and homogeneous water are described by potential theory and the porous material is described by a viscoelastic model, which is modified from Biot's poroelastic theory (1956). The distributions of pore water pressures and effective stresses of various soils such as silt, sand, and gravel are demonstrated by employing the proposed viscoelastic model. The discrepancies of the dynamic response between the simulations of viscoelastic model and elastic model are found to be strongly dependent on the wave frequency. Copyright © 2006 John Wiley & Sons, Ltd.


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