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Equations for the soil-water characteristic curve

Fredlund, D.G., Xing, Anqing·1994·Canadian Geotechnical Journal

Abstract

The soil-water characteristic curve can be used to estimate various parameters used to describe unsaturated soil behaviour. A general equation for the soil-water characteristic curve is proposed. A nonlinear, least-squares computer program is used to determine the best-fit parameters for experimental data presented in the literature. The equation is based on the assumption that the shape of the soil-water characteristic curve is dependent upon the pore-size distribution of the soil (i.e., the desaturation is a function of the pore-size distribution). The equation has the form of an integrated frequency distribution curve. The equation provides a good fit for sand, silt, and clay soils over the entire suction range from 0 to 10 6 kPa. Key words : soil-water characteristic curve, pore-size distribution, nonlinear curve fitting, soil suction, water content.

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Metadata

Authors
Fredlund, D. G., & Xing, A.
Venue
Canadian Geotechnical Journal
Published
1994-08-01
Volume
31
Issue
4
Pages
521-532
ISSN
  • 0008-3674 (ISSN-L)
  • 1208-6010
OpenAlex
W2139481755
Cited by
3,149
References
0
FWCI
16.12
Type
journal article
Language
en
Open access
closed

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CoChat. (2026). Citation check: Equations for the soil-water characteristic curve. https://app.cochat.ai/papers/10.1139/t94-061
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Fredlund, D. G., & Xing, A. (1994). Equations for the soil-water characteristic curve. Canadian Geotechnical Journal. https://doi.org/10.1139/t94-061

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