A study of hysteresis models for soil-water characteristic curves

A review of hysteresis models for soil-water characteristic curves is presented. The models can be categorized into two groups: (i) domain models (or physically based models) and (ii) empirical models. Some models are capable of predicting scanning curves, while other models are capable of predictin...

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Bibliographic Details
Published inCanadian geotechnical journal Vol. 42; no. 6; pp. 1548 - 1568
Main Authors Pham, Hung Q, Fredlund, Delwyn G, Barbour, S Lee
Format Journal Article
LanguageEnglish
Published Ottawa, Canada NRC Research Press 01.12.2005
National Research Council of Canada
Canadian Science Publishing NRC Research Press
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ISSN0008-3674
1208-6010
DOI10.1139/t05-071

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Summary:A review of hysteresis models for soil-water characteristic curves is presented. The models can be categorized into two groups: (i) domain models (or physically based models) and (ii) empirical models. Some models are capable of predicting scanning curves, while other models are capable of predicting the boundary wetting curve and the boundary drying curve. A comparison of the ability of five selected models to predict the boundary wetting curve showed that the Feng and Fredlund model with enhancements by Pham, Fredlund, and Barbour appears to be the most appropriate model for engineering practice. Another comparison among five physically based models for predicting scanning curves showed that the Mualem model-II gives the best overall prediction of scanning curves. The study showed that taking the effect of pore blockage into account does not always give a better prediction of hysteretic soil-water characteristic curves. A scaling method for estimating the initial drying curve, the boundary wetting curve, and the boundary drying curve is also presented in the paper.Key words: soil-water characteristic curve, hysteresis model, comparison, boundary curve, scanning curve, unsaturated soils.
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ISSN:0008-3674
1208-6010
DOI:10.1139/t05-071