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author:

Yu, X. (Yu, X..) [1] | Nie, W. (Nie, W..) [2] | Jian, W. (Jian, W..) [3] (Scholars:简文彬) | Xie, W. (Xie, W..) [4] | Lu, S. (Lu, S..) [5] | Ye, C. (Ye, C..) [6]

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Abstract:

Under the condition of rainfall, trees and shrubs’ leaves can reduce the slope being washed and anchoring the slope by their roots, which had a positive effect on the slope stability. However, in typhoon rainstorm season, typhoon cracks the ground through swaying vegetation, strengthens the effect of rainfall infiltration, and further reduces the matrix suction and cohesion of soil, to reduce the stability of slope. In order to explore whether trees and shrubs have a positive or negative effect on slope during typhoon rainstorm season, this paper conducted quantitative analysis through indoor model experiment and numerical simulation, comparing the influence of no typhoon, typhoon and typhoon with different intensity on slope stability. It was found that the abrupt change time of pore water pressure curve and water content curve was advanced with the typhoon developing from nothing and becoming stronger from weak. At the same time, the effect of landslide with typhoon coupled rainstorm compared the simple rainfall, the area and volume of landslide damage were larger, and the stronger the typhoon grade was, the larger the area and volume of landslide damage were.Compared the stability coefficient of simulated slope by Geo-Studio numerical simulation software verifying, the initial stability coefficient was the largest and the decline speed was the slowest under the effect of no typhoon, the typhoon was bad and under the strong typhoon condition was the worst. © 2023 Editorial Office of The Chinese Journal of Geological Hazards and Control. All rights reserved.

Keyword:

Anxi County landslide landslide identification safety margin trees typhoon rainstorm

Community:

  • [ 1 ] [Yu X.]Zijin School of Geology and Mining, Fuzhou University, Fujian, Fuzhou, 350108, China
  • [ 2 ] [Yu X.]Quanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Fujian, Quanzhou, 362216, China
  • [ 3 ] [Nie W.]Zijin School of Geology and Mining, Fuzhou University, Fujian, Fuzhou, 350108, China
  • [ 4 ] [Nie W.]Quanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Fujian, Quanzhou, 362216, China
  • [ 5 ] [Jian W.]Zijin School of Geology and Mining, Fuzhou University, Fujian, Fuzhou, 350108, China
  • [ 6 ] [Xie W.]Quanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Fujian, Quanzhou, 362216, China
  • [ 7 ] [Lu S.]Quanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Fujian, Quanzhou, 362216, China
  • [ 8 ] [Ye C.]Quanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Fujian, Quanzhou, 362216, China

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Source :

Chinese Journal of Geological Hazard and Control

ISSN: 1003-8035

CN: 11-2852/P

Year: 2023

Issue: 1

Volume: 34

Page: 17-29

Cited Count:

WoS CC Cited Count: 0

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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