Relationship of “Fredlund–Xing (1994) Fitting Parameters” to “Anchor Points” on Soil–Water Characteristic Curve
Author:
Funder
Hue University under the Core Research Program
Natural Sciences and Engineering Council of Canada
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-022-00693-1.pdf
Reference11 articles.
1. Fredlund DG (2019) State of practice for use of the soil-water characteristic curve (SWCC) in geotechnical engineering. Can Geotech J 56(8):1059–1069. https://doi.org/10.1139/cgj-2018-0434
2. Sillers WS, Fredlund DG, Zakerzadeh N (2001) Mathematical attributes of some soil—water characteristic curve models. Unsaturated soil concepts and their application in geotechnical practice. Springer, Dordrecht, pp 243–283
3. van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(5):892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x
4. Fredlund DG, Xing A, Huang S (1994) Predicting the permeability function for unsaturated soils using the soil-water characteristic curve. Can Geotech J 31(4):533–546. https://doi.org/10.1139/t94-062
5. Zhang F, Wilson GW, Fredlund DG (2018) Permeability function for oil sands tailings undergoing volume change during drying. Can Geotech J 55(2):191–207. https://doi.org/10.1139/cgj-2016-0486
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