Root–soil interface friction jointly amplified by high root density and shear deflection

Plant roots significantly enhance the stability of shallow slopes. However, the mechanism of the root–soil interaction at root-bundle scale remains unclear. The objective of this study is to reveal the factors that control root–soil interface frictional stress at root-bundle scale. Through theoretical analysis, it is clarified that spatiotemporal inhomogeneity exists in root–soil interface frictional stress, and it could be amplified by root density and root deflection angle. Large-scale shear tests with 160 and 10 mm shear zones were then conducted to verify this hypothesis, where variations in shear zone thicknesses corresponded to different shear deflections. The number of roots was measured within the sheared zone. Results reveal that the average root–soil interface frictional stress of rooted soils with 10 mm shear zone is 66% higher than that for rooted soils with 160 mm shear zone. During the shear process, the state of roots transitions from stretching to sliding, accompanied by increasing root–soil interface friction. This study confirms that root–soil interface frictional stress is jointly amplified by root density and root deflection angle, providing robust evidence for constructing physics-based mechanical reinforcement models.

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Publication Details

Journal
Canadian Geotechnical Journal
Published
2025-01-01
DOI
https://doi.org/10.1139/cgj-2024-0611
Citations
2
Primary Topic
Tree Root and Stability Studies
Type
article
Field-Weighted Citation Impact
1.43

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article

Root–soil interface friction jointly amplified by high root density and shear deflection

Dongri Song, Mengkai Lv, Junjun Ni
2 citations
Canadian Geotechnical Journal
Tree Root and Stability Studies
1.43
article

Root–soil interface friction jointly amplified by high root density and shear deflection

Dongri Song, Mengkai Lv, Junjun Ni
article en
2 citations

Abstract

Plant roots significantly enhance the stability of shallow slopes. However, the mechanism of the root–soil interaction at root-bundle scale remains unclear. The objective of this study is to reveal the factors that control root–soil interface frictional stress at root-bundle scale. Through theoretical analysis, it is clarified that spatiotemporal inhomogeneity exists in root–soil interface frictional stress, and it could be amplified by root density and root deflection angle. Large-scale shear tests with 160 and 10 mm shear zones were then conducted to verify this hypothesis, where variations in shear zone thicknesses corresponded to different shear deflections. The number of roots was measured within the sheared zone. Results reveal that the average root–soil interface frictional stress of rooted soils with 10 mm shear zone is 66% higher than that for rooted soils with 160 mm shear zone. During the shear process, the state of roots transitions from stretching to sliding, accompanied by increasing root–soil interface friction. This study confirms that root–soil interface frictional stress is jointly amplified by root density and root deflection angle, providing robust evidence for constructing physics-based mechanical reinforcement models.

Canadian Geotechnical JournalVol. 62
Chinese Academy of Sciences (CN), Southeast University (BD), Institute of Mountain Hazards and Environment (CN), University of Chinese Academy of Sciences (CN), Southeast University (CN)
National Natural Science Foundation of China
Life in Land
Openalex Percentile: Top 23%
Tree Root and Stability Studies
1.43
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