The Swedish soil water model SOIL has been calibrated for several drained fields in Scotland and Ireland. Drainage efficiency in these fields varies, with inefficient drainage systems leading to saturated profiles and large surface runoff flows. The model has been modified to represent drainflow in
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
- DOI
- 10.1002/nag.519
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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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