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author:

Lin, Yunzhao (Lin, Yunzhao.) [1] | Jian, Wenbin (Jian, Wenbin.) [2] | Wang, Hao (Wang, Hao.) [3] | Zheng, Guoming (Zheng, Guoming.) [4] | Liu, Qingling (Liu, Qingling.) [5] | Lu, Jianjia (Lu, Jianjia.) [6]

Indexed by:

EI

Abstract:

Tree-covered shallow landslides have become more frequent in recent years. Tree root systems play a crucial role in influencing shallow landslides, but their impact on water infiltration under extreme rainfall remains unclear. This study investigates the effects of tree roots on water infiltration under extreme rainfall conditions through in-situ artificial rainfall experiments, root distribution surveys, and soil physical and hydraulic property tests.Results show that root distribution decreases sharply beyond a soil depth of 60 cm and is almost absent beyond 190 cm. Roots increase soil porosity, enhancing soil permeability while reducing moisture retention capacity. In the 0–1 m and 1–2 m depth ranges, the air expulsion value (AExV) of bare soil is 2.1 and 1.9 times that of rooted soil, respectively, while the saturated hydraulic conductivity (Ks) of rooted soil is 2.5 and 1.8 times that of bare soil. Under a 60 mm/h rainfall intensity, volumetric water content (VWC) and pore water pressure (PWP) in rooted soil respond faster than in bare soil, the time required for water infiltration to a depth of 2 m in bare soil is 1.53 times longer than in rooted soil. In rooted soils, due to differences in hydraulic conductivity between rooted and rootless soil layers, an infiltration barrier effect causes water accumulation at 170–200 cm depth, forming a saturated perched water zone and generating positive PWP (max. 2.2 kPa). This reduces soil effective stress, and under continuous rainfall, soil strength rapidly decreases, triggering shallow landslides. A modified GAML-R model incorporating root effects on soil hydraulics was developed based on the Green-Ampt-Mein-Larson model, showing high prediction accuracy. These findings enhance understanding of rainfall-induced shallow landslides in vegetated slopes. © 2025 Elsevier B.V.

Keyword:

Forestry Hydraulic conductivity Infiltration Landslides Porosity Rain Soils Soil surveys Soil testing

Community:

  • [ 1 ] [Lin, Yunzhao]Institute of Geotechnical and Geological Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Lin, Yunzhao]Geological Engineering Engineering Research Center of Fujian University, Fuzhou University, Fuzhou; 350108, China
  • [ 3 ] [Jian, Wenbin]Institute of Geotechnical and Geological Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 4 ] [Jian, Wenbin]Geological Engineering Engineering Research Center of Fujian University, Fuzhou University, Fuzhou; 350108, China
  • [ 5 ] [Wang, Hao]Institute of Geotechnical and Geological Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 6 ] [Wang, Hao]Geological Engineering Engineering Research Center of Fujian University, Fuzhou University, Fuzhou; 350108, China
  • [ 7 ] [Zheng, Guoming]Fujian Institute of Geological Survey, Fuzhou; 350013, China
  • [ 8 ] [Liu, Qingling]Institute of Geotechnical and Geological Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 9 ] [Liu, Qingling]Geological Engineering Engineering Research Center of Fujian University, Fuzhou University, Fuzhou; 350108, China
  • [ 10 ] [Lu, Jianjia]Fuzhou Zhongzhou Star Operation Management Company, Fuzhou; 350018, China

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Source :

Journal of Hydrology

ISSN: 0022-1694

Year: 2025

Volume: 662

5 . 9 0 0

JCR@2023

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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