Soil-Water Retention and Shear Strength Behavior of Cambisols under Varying Dry Density and Dry-Wet Cycles

Residual soils in the study area are classified as Cambisols (developed from phyllite), and are widespread in humid subtropical regions where seasonal dry-wet cycles strongly influence soil hydraulic and mechanical behavior. This study investigates their coupled soil-water retention and shear strength responses under varying dry densities and cyclic wetting and drying. Soil-water retention curves (SWRCs) were measured using pressure plate and equilibrium vapor methods, while shear strength was assessed by direct shear tests across 5–40% gravimetric water content. Mercury intrusion porosimetry was employed to evaluate pore-scale changes. Results show that increasing dry density improved the soil-water retention capacity and shear resistance. Early dry-wet cycles reduced the air-entry value and water retention in the funicular regime, with curves tending to stabilize after ≈3 cycles. Shear strength showed a moisture-dependent pattern, cohesion increased then decreased with rising gravimetric water content, whereas the internal friction angle slightly declined from 5 to 30% gravimetric water content. Importantly, repeated dry-wet actions produced a dual mechanism: structural degradation dominated at lower densities, while density-related densification effects became more pronounced at higher densities. A persistent dual-peak pore structure (≈0.1–1 and 10–30 µm) shifted toward larger pores with cycling, reflecting this competitive interplay. A suction stress model was developed by integrating an improved SWRC that explicitly incorporates dry-density effects via initial void ratio and cyclic wetting and drying effects through a degradation function of saturated volumetric water content. This approach successfully reproduced the measured cohesion evolution with good agreement. These results clarify how density and climatic cycling co-regulate suction, pore structure, and strength in Cambisols, contributing to a soil-physics understanding of hydro-mechanical coupling in humid regions.

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Publication Details

Journal
Eurasian Soil Science
Published
2026-01-30
DOI
https://doi.org/10.1134/s1064229325603907
Primary Topic
Soil and Unsaturated Flow
Type
article
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article

Soil-Water Retention and Shear Strength Behavior of Cambisols under Varying Dry Density and Dry-Wet Cycles

L. Liu, Y. B. Zhao, S. C. Feng
Eurasian Soil Science
Soil and Unsaturated Flow
article

Soil-Water Retention and Shear Strength Behavior of Cambisols under Varying Dry Density and Dry-Wet Cycles

L. Liu, Y. B. Zhao, S. C. Feng
article en

Abstract

Residual soils in the study area are classified as Cambisols (developed from phyllite), and are widespread in humid subtropical regions where seasonal dry-wet cycles strongly influence soil hydraulic and mechanical behavior. This study investigates their coupled soil-water retention and shear strength responses under varying dry densities and cyclic wetting and drying. Soil-water retention curves (SWRCs) were measured using pressure plate and equilibrium vapor methods, while shear strength was assessed by direct shear tests across 5–40% gravimetric water content. Mercury intrusion porosimetry was employed to evaluate pore-scale changes. Results show that increasing dry density improved the soil-water retention capacity and shear resistance. Early dry-wet cycles reduced the air-entry value and water retention in the funicular regime, with curves tending to stabilize after ≈3 cycles. Shear strength showed a moisture-dependent pattern, cohesion increased then decreased with rising gravimetric water content, whereas the internal friction angle slightly declined from 5 to 30% gravimetric water content. Importantly, repeated dry-wet actions produced a dual mechanism: structural degradation dominated at lower densities, while density-related densification effects became more pronounced at higher densities. A persistent dual-peak pore structure (≈0.1–1 and 10–30 µm) shifted toward larger pores with cycling, reflecting this competitive interplay. A suction stress model was developed by integrating an improved SWRC that explicitly incorporates dry-density effects via initial void ratio and cyclic wetting and drying effects through a degradation function of saturated volumetric water content. This approach successfully reproduced the measured cohesion evolution with good agreement. These results clarify how density and climatic cycling co-regulate suction, pore structure, and strength in Cambisols, contributing to a soil-physics understanding of hydro-mechanical coupling in humid regions.

Eurasian Soil ScienceVol. 59(2)
Hohai University (CN)
Openalex Percentile: Top 74%
Soil and Unsaturated Flow
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