Erratum for “Correlation between Soil-Shrinkage Curve and Water-Retention Characteristics” by Ning Lu and Yi Dong
نویسندگان
چکیده
منابع مشابه
Characterizing Nonrigid Aggregated Soil-Water Medium Using its Shrinkage Curve
The properties of the soil-water medium are presented in the literature independent of its internal organization and operation. The objective of this study is to develop and test a conceptual model that used a continuously measured shrinkage curve (Se) to describe the functional organization of the soil-water medium. In this model, two functional porosities (micro and macro) are delineated and ...
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15 صفحه اولSoil water thermodynamic to unify water retention curve by pressure plates and tensiometer
Erik Braudeau*, Gaghik Hovhannissian, Amjad T. Assi and Rabi H. Mohtar* 1 Qatar Environment and Energy Research Institute, Qatar Foundation, Doha, Qatar 2 Pédologie Hydrostructurale, Institut de Recherche pour le Développement France Nord, Institut de Recherche Pour le Développement, Bondy, France 3 Unité Mixte de Recherche 242, Institut d’Ecologie et des Sciences de l’Environnement de Paris, I...
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In order to obtain the soil water retention curve of an unsaturated soil which is defined as the relationship between water content and suction, extensive laboratory tests are essential. These laboratory tests are usually costly and time consuming. Moreover, for most practical problems, it has been found that approximate unsaturated soil properties are adequate for analysis. Thus, empirical pro...
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Accurate estimation of soil water retention curve (SWRC) at the dry region is required to describe the relation between soil water content and matric suction from saturation to oven dryness. In this study, the extrapolative capability of two models for predicting the complete SWRC from limited ranges of soil water retention data was evaluated. When the model parameters were obtained from SWRC d...
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ژورنال
عنوان ژورنال: Journal of Geotechnical and Geoenvironmental Engineering
سال: 2019
ISSN: 1090-0241,1943-5606
DOI: 10.1061/(asce)gt.1943-5606.0002090