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Geotechnical Engineering Technique. 2024, (05)

Cause Analysis and Comprehensive Treatment of Back Mountain Landslide Slope of Bailian Temple in NingdeChinese Full Text

Huang Chaoyang;Fourth Geological Team of Fujian Province;

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 tre... More
Keywords：

landslide; saturated stagnant water zone; arc method; finite element; stability evaluation; anchor bar; anti-slip pile;

  • Series：

    (C) Architecture/ Energy/ Traffic/ Electromechanics, etc; (A) Mathematics/ Physics/ Mechanics/ Astronomy

  • Subject：

    Geology; Industrial Current Technology and Equipment

  • Classification Code：

    P642.22

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