4.6 Article

Rainfall-induced landslides assessment in the Fengjie County, Three-Gorge reservoir area, China

Journal

NATURAL HAZARDS
Volume 108, Issue 1, Pages 451-478

Publisher

SPRINGER
DOI: 10.1007/s11069-021-04691-z

Keywords

Landslide hazard; Slope unit; Antecedent rainfall; Rainfall return period

Funding

  1. Sichuan Science and Technology Program [2020YFS0028]
  2. Key Scientific Research project of Higher Education Institutions, Henan Province, China [20A560024]
  3. Young scholar training program of Zhongyuan university of technology, Henan Province, China
  4. National Natural Science Foundation of China [41772323, 41972292]
  5. Shaanxi Province International Science and Technology Cooperation and Exchange Program Key Project [2019KWZ-02]
  6. National key research and development project Research and development of engineering geology and soil collapsibility stabilization technology and standards for gully control and land rebuilding [2017YFD0800501]

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This study proposes a more accurate landslide model that considers soil interaction between adjacent cells, defines slope units, and investigates critical slip surfaces. Applying this model to the Three-Gorges Reservoir Area in China, the results show different effects of antecedent precipitation and rainfall return period on landslide triggering. The study highlights the potential increase in landslides in unexpected areas due to extreme rainfall events induced by climate change.
It is critical to accurately assess the location and evolution of impending landslide hazards, especially when influenced by the effects of climate change. However, most existing landslide models only analyze the stability of individual grid cells without considering soil interaction between adjacent cells. This means that the stability of individual grid cells is not necessarily representative of actual slope stability at a given location, in turn affecting the accuracy of landslide stability assessments. In this paper, slope units are defined using the morphological image analysis and homogeneous slope unit method to represent the actual slope conditions and to extract the profile of each slope unit. The critical slip surface of the soil mass is investigated to account for the interaction between adjacent grid cells within the slope unit. A probabilistic analytical landslide model is established and the response mechanism of the hydrological processes is proposed. This model is applied to landslide hazard assessment in the Three-Gorges Reservoir Area, Fengjie County, China. Using historical rainfall data, the distribution of landslide hazards is analyzed for different antecedent precipitation levels and rainfall return periods. The results show that the amount of antecedent precipitation, and rainfall return period, have different effects on landslide triggering in the area. Importantly, the model reveals that extreme rainfall events induced by climate change will lead to a large number of new landslides in areas where they are not anticipated. Further investigation and monitoring (e.g., early-warning systems, long-term assessment) of rainfall-induced landslides in the Three-Gorges Reservoir Area is recommended.

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