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- W2105718172 abstract "The paper presents an approach to predicting variation of a degree of saturation in unsaturated soils with void ratio and suction. The approach is based on the effective stress principle for unsaturated soils and several underlying assumptions. It focuses on the main drying and wetting processes and does not incorporate the effects of hydraulic hysteresis. It leads to the dependency of water retention curve (WRC) on void ratio, which does not require any material parameters apart from the parameters specifying WRC for the reference void ratio. Its validity is demonstrated by comparing predictions with the experimental data on four different soils taken over from the literature. Good correlation between the measured and predicted behaviour indirectly supports applicability of the effective stress principle for unsaturated soils. Copyright © 2009 John Wiley & Sons, Ltd." @default.
- W2105718172 created "2016-06-24" @default.
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- W2105718172 date "2009-06-17" @default.
- W2105718172 modified "2023-09-30" @default.
- W2105718172 title "Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils" @default.
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- W2105718172 doi "https://doi.org/10.1002/nag.808" @default.
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