Numerical Analysis on Landslide of an Inclined Soil Layer Caused by Rain Infiltration

Chyan-Deng Jan, Shin Lin Chen, Ssu Yao Yang

研究成果: Article

摘要

Landslides are the downslope mass movement caused by gravity on hillsides. In this study, we developed a landslide model that describes a block sliding down an infinite slope governed by Newton's equation of motion, considering the block weights, its internal excess pore pressure and friction. This numerical model considers pore pressure evolution within a soil layer under rain infiltration obeys diffusion equation, numerically solved by the Chebyshev polynomial method. Results show that the critical soil-layer slope, critical excess pore pressure, and the time to reaching landslide occurrence are controlled by soil properties and rainfall infiltration intensity. We also investigated the effects of rainfall infiltration characteristics and the variation of groundwater level on landslide triggering.

原文English
頁(從 - 到)49-58
頁數10
期刊Journal of Chinese Soil and Water Conservation
49
發行號1
DOIs
出版狀態Published - 2018 三月 1

指紋

landslides
Landslides
Infiltration
Rain
infiltration (hydrology)
Numerical analysis
landslide
Pore pressure
infiltration
pore pressure
rain
Soils
soil
mass movement
rainfall
friction
gravity
Equations of motion
sliding
water table

All Science Journal Classification (ASJC) codes

  • Water Science and Technology
  • Geotechnical Engineering and Engineering Geology
  • Soil Science
  • Earth-Surface Processes

引用此文

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abstract = "Landslides are the downslope mass movement caused by gravity on hillsides. In this study, we developed a landslide model that describes a block sliding down an infinite slope governed by Newton's equation of motion, considering the block weights, its internal excess pore pressure and friction. This numerical model considers pore pressure evolution within a soil layer under rain infiltration obeys diffusion equation, numerically solved by the Chebyshev polynomial method. Results show that the critical soil-layer slope, critical excess pore pressure, and the time to reaching landslide occurrence are controlled by soil properties and rainfall infiltration intensity. We also investigated the effects of rainfall infiltration characteristics and the variation of groundwater level on landslide triggering.",
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Numerical Analysis on Landslide of an Inclined Soil Layer Caused by Rain Infiltration. / Jan, Chyan-Deng; Chen, Shin Lin; Yang, Ssu Yao.

於: Journal of Chinese Soil and Water Conservation, 卷 49, 編號 1, 01.03.2018, p. 49-58.

研究成果: Article

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