Modeling Vegetation Growth and Decay Effects on Unsaturated Slope Stability Under Three Soil Cover Systems

ABSTRACT Soil cover systems with vegetation can be a potential green alternative for slope stabilization. This study aims to numerically investigate slope stability with three cover systems (one‐layer, two‐layer capillary barrier, and three‐layer with low permeability base) under different rainfall patterns, considering vegetation growth stages and slope angles. The rainfall event with a 100‐year return period (597 mm for 24 h) in wet regions is selected, with particular attention to advanced, delayed, and bimodal rainfall distributions. The results show that for bare soil slopes, the three‐layer cover system outperforms both one‐layer and two‐layer covers. The advanced rainfall pattern leads to the fastest decrease in the factor of safety (FOS), reaching a critical state 4.3 h earlier on average compared to other patterns. When a vegetated three‐layer cover is present on the slope, young vegetation (3 months) increases the FOS by 146%, while aged vegetation (19 months) maintains a 65% enhancement in FOS and prevents the potential shallow landslide through additional cohesion. For three‐layer cover slopes, when the slope angle increases from 30° to 40°, the FOS decreases by an average of 21%. However, the vegetated cover helps maintain the FOS consistently above 1.0. Among all the scenarios considered, the slope with a vegetated three‐layer cover demonstrates superior performance in preventing rainfall infiltration and improving slope stability. This study demonstrates that adopting a three‐layer cover in slope protection, especially with vegetation, provides an effective solution for rainfall‐induced slope failure mitigation.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2025-11-04
DOI
https://doi.org/10.1002/nag.70109
Citations
2
Primary Topic
Landslides and related hazards
Type
article
Field-Weighted Citation Impact
4.84

Funders

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article

Modeling Vegetation Growth and Decay Effects on Unsaturated Slope Stability Under Three Soil Cover Systems

Shusen Liu, Qiang Ma, Ning He, Jingsong Zhou et al.
2 citations
International Journal for Numerical and Analytical Methods in Geomechanics
Landslides and related hazards
4.84
article

Modeling Vegetation Growth and Decay Effects on Unsaturated Slope Stability Under Three Soil Cover Systems

Shusen Liu, Qiang Ma, Ning He, Jingsong Zhou, Junjun Ni
article en
2 citations

Abstract

ABSTRACT Soil cover systems with vegetation can be a potential green alternative for slope stabilization. This study aims to numerically investigate slope stability with three cover systems (one‐layer, two‐layer capillary barrier, and three‐layer with low permeability base) under different rainfall patterns, considering vegetation growth stages and slope angles. The rainfall event with a 100‐year return period (597 mm for 24 h) in wet regions is selected, with particular attention to advanced, delayed, and bimodal rainfall distributions. The results show that for bare soil slopes, the three‐layer cover system outperforms both one‐layer and two‐layer covers. The advanced rainfall pattern leads to the fastest decrease in the factor of safety (FOS), reaching a critical state 4.3 h earlier on average compared to other patterns. When a vegetated three‐layer cover is present on the slope, young vegetation (3 months) increases the FOS by 146%, while aged vegetation (19 months) maintains a 65% enhancement in FOS and prevents the potential shallow landslide through additional cohesion. For three‐layer cover slopes, when the slope angle increases from 30° to 40°, the FOS decreases by an average of 21%. However, the vegetated cover helps maintain the FOS consistently above 1.0. Among all the scenarios considered, the slope with a vegetated three‐layer cover demonstrates superior performance in preventing rainfall infiltration and improving slope stability. This study demonstrates that adopting a three‐layer cover in slope protection, especially with vegetation, provides an effective solution for rainfall‐induced slope failure mitigation.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 50(2)
Nanjing Hydraulic Research Institute (CN), Hubei University of Technology (CN), Southeast University (CN)
National Natural Science Foundation of China, Hubei University of Technology, Hubei University, Fundamental Research Funds for the Central Universities
Openalex Percentile: Top 5%
Landslides and related hazards
4.84
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