Volume 38 Issue 5
Oct.  2024
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Huang Chaoyang. Cause Analysis and Comprehensive Treatment of Back Mountain Landslide Slope of Bailian Temple in Ningde[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(5): 577-583. doi: 10.3969/j.issn.1007-2993.2024.05.012
Citation: Huang Chaoyang. Cause Analysis and Comprehensive Treatment of Back Mountain Landslide Slope of Bailian Temple in Ningde[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(5): 577-583. doi: 10.3969/j.issn.1007-2993.2024.05.012
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Cause Analysis and Comprehensive Treatment of Back Mountain Landslide Slope of Bailian Temple in Ningde

doi: 10.3969/j.issn.1007-2993.2024.05.012

  • Fourth Geological Team of Fujian Province, Ningde 352100, Fujian, China

  • Received Date: 2023-02-14
  • Accepted Date: 2023-11-28
  • Rev Recd Date: 2023-11-10
    • Available Online: 2024-10-09
  • Publish Date: 2024-10-09
    Abstract
  • The back mountain landslide of Bailian Temple in Ningde is a medium-sized traction type soil landslide, which is a typical landslide caused by unreasonable excavation at the foot of the slope and heavy rainfall. According to the survey results, the arc method and finite element method were used to analyze the stability of the landslide. The analysis results show that the landslide is basically stable under general conditions, and unstable - understable under rainstorm conditions. The landslide treatment adopts comprehensive measures such as slope cutting and unloading, anchor frame beams, vegetation protection, anti-slip piles, retaining walls, and setting up interception and drainage ditches. The treatment effect is good and can provide reference for similar landslide projects.

     

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