Correlation between shape parameters of particle size distribution and soil water retention curves

Abstract The Soil Water Retention Curve (SWRC) is a critical property for understanding water movement in unsaturated soils, influencing hydraulic conductivity and shear strength. While empirical models like those of Brooks and Corey and van Genuchten are widely used, they often lack a direct connection to soil microstructure. This study introduces shape parameters $$\nu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>ν</mml:mi> </mml:math> (for particle size distribution, PSD) and $$\mu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>μ</mml:mi> </mml:math> (for SWRC) to establish a direct correlation between soil grading and water retention. Using the UNSODA database, we analyzed 301 soil samples across various textures and void ratios. Results show a strong correlation between $$\nu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>ν</mml:mi> </mml:math> and $$\mu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>μ</mml:mi> </mml:math> , particularly in soils with lower void ratios, where denser packing enhances the influence of PSD on water retention. Coarser soils exhibited stronger correlations, while finer soils showed more complex behavior due to additional hydraulic mechanisms. The proposed empirical formula provides a practical tool for predicting SWRC based on PSD, offering a balance between simplicity and physical relevance. Validation using independent datasets confirmed the model’s robustness for granular soils but highlighted limitations in fine-grained soils, where clay content introduces divergence. This study advances the understanding of soil–water interactions and provides a valuable framework for geotechnical and hydrological applications.

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Publication Details

Journal
International Journal of Geo-Engineering
Published
2025-09-22
DOI
https://doi.org/10.1186/s40703-025-00251-7
Citations
2
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
1.91

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article

Correlation between shape parameters of particle size distribution and soil water retention curves

Reda Jaafri, Younes Salami
2 citations
International Journal of Geo-Engineering
Soil and Unsaturated Flow
1.91
article

Correlation between shape parameters of particle size distribution and soil water retention curves

Reda Jaafri, Younes Salami
article en
2 citations

Abstract

Abstract The Soil Water Retention Curve (SWRC) is a critical property for understanding water movement in unsaturated soils, influencing hydraulic conductivity and shear strength. While empirical models like those of Brooks and Corey and van Genuchten are widely used, they often lack a direct connection to soil microstructure. This study introduces shape parameters $$\nu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>ν</mml:mi> </mml:math> (for particle size distribution, PSD) and $$\mu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>μ</mml:mi> </mml:math> (for SWRC) to establish a direct correlation between soil grading and water retention. Using the UNSODA database, we analyzed 301 soil samples across various textures and void ratios. Results show a strong correlation between $$\nu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>ν</mml:mi> </mml:math> and $$\mu$$ <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"> <mml:mi>μ</mml:mi> </mml:math> , particularly in soils with lower void ratios, where denser packing enhances the influence of PSD on water retention. Coarser soils exhibited stronger correlations, while finer soils showed more complex behavior due to additional hydraulic mechanisms. The proposed empirical formula provides a practical tool for predicting SWRC based on PSD, offering a balance between simplicity and physical relevance. Validation using independent datasets confirmed the model’s robustness for granular soils but highlighted limitations in fine-grained soils, where clay content introduces divergence. This study advances the understanding of soil–water interactions and provides a valuable framework for geotechnical and hydrological applications.

International Journal of Geo-EngineeringVol. 16(1)
Agence pour le Développement et la Réhabilitation de la Ville de Fès (MA), Hassania School of Public Works (MA)
Strong
Openalex Percentile: Top 13%
Soil and Unsaturated Flow
1.91
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