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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Published in | Canadian geotechnical journal Vol. 42; no. 6; pp. 1548 - 1568 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Ottawa, Canada
NRC Research Press
01.12.2005
National Research Council of Canada Canadian Science Publishing NRC Research Press |
Subjects | |
Online Access | Get full text |
ISSN | 0008-3674 1208-6010 |
DOI | 10.1139/t05-071 |
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Abstract | 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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AbstractList | 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. 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.Original Abstract: On presente une revue de modeles d'hysterese pour les courbes caracteristiques sol-eau. Les modeles peuvent etre categorises en deux groupes : (i) modeles de domaines (ou modeles bases sur la physique) et (ii) modeles empiriques. Certains modeles sont capables de predire des courbes de balayage alors que d'autres sont capables de predire les courbes d'humidification et de sechage a la frontiere. Une comparaison de la capacite de cinq modeles selectionnes pour predire la courbe d'humidification a la frontiere montre que le modele de Feng et Fredlund bonifie par Pham, Fredlund et Barbour semble etre le modele le plus approprie pour la pratique de l'ingenieur. Une autre comparaison entre cinq modeles bases sur la physique pour predire les courbes de balayage ont demontre que le modele de Mualem donne globalement la meilleure prediction des courbes de balayage. L'etude a montre que prenant en compte l'effet du blocage des pores ne donne pas toujours une meilleure prediction des courbes caracteristiques d'hysterese sol-eau. On presente aussi dans cet article une methode d'echelle pour estimer la courbe initiale de sechage, la courbe de mouillage a la frontiere et la courbe de sechage a la frontiere. 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. 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. [PUBLICATION ABSTRACT] |
Abstract_FL | On présente une revue de modèles d'hystérèse pour les courbes caractéristiques sol-eau. Les modèles peuvent être catégorisés en deux groupes : (i) modèles de domaines (ou modèles basés sur la physique) et (ii) modèles empiriques. Certains modèles sont capables de prédire des courbes de balayage alors que d'autres sont capables de prédire les courbes d'humidification et de séchage à la frontière. Une comparaison de la capacité de cinq modèles sélectionnés pour prédire la courbe d'humidification à la frontière montre que le modèle de Feng et Fredlund bonifié par Pham, Fredlund et Barbour semble être le modèle le plus approprié pour la pratique de l'ingénieur. Une autre comparaison entre cinq modèles basés sur la physique pour prédire les courbes de balayage ont démontré que le modèle de Mualem donne globalement la meilleure prédiction des courbes de balayage. L'étude a montré que prenant en compte l'effet du blocage des pores ne donne pas toujours une meilleure prédiction des courbes caractéristiques d'hystérèse sol-eau. On présente aussi dans cet article une méthode d'échelle pour estimer la courbe initiale de séchage, la courbe de mouillage à la frontière et la courbe de séchage à la frontière.Mots clés : courbe caractéristique sol-eau, modèle d'hystérèse, comparaison, courbe à la frontière, courbe de balayage, sols non saturés.[Traduit par la Rédaction] |
Author | Pham, Hung Q Barbour, S Lee Fredlund, Delwyn G |
Author_xml | – sequence: 1 givenname: Hung Q surname: Pham fullname: Pham, Hung Q – sequence: 2 givenname: Delwyn G surname: Fredlund fullname: Fredlund, Delwyn G – sequence: 3 givenname: S Lee surname: Barbour fullname: Barbour, S Lee |
BackLink | http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=17447075$$DView record in Pascal Francis |
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Snippet | A review of hysteresis models for soil-water characteristic curves is presented. The models can be categorized into two groups: (i) domain models (or... |
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SubjectTerms | Drying Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Mathematical models Moisture content Soil mechanics Soil water Soils Water |
Title | A study of hysteresis models for soil-water characteristic curves |
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