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Slope Stability Analysis of Langdeibung Area Along Imphal-Jiribam National Highway (NH-37) Using Geoslope

  • Koko Karbia,
  • Kakchingtabam Anil Sharma,
  • Kosygin Leishangthem,
  • Pukhrambam Jalajit Singh,
  • Khwairakpam Selija,
  • Devasis Laishram

摘要

The study is based on the slope stability analysis for a hill slope which is located at Langdeibung of Senapati District, Manipur, India. A portion of the slope in this location has developed a crown, which is a warning indication of a potential landslide. This is due to the angle of the slope along with its soil properties and the absence of vegetation in that particular area. Utilising the Geoslope software, a slope stability analysis using Morgenstern Price's limit equilibrium method is carried out to identify the crucial element of the area's safety. This location's slope has developed a crown in a specific area, which is a sign of a future landslide. This is due to the area's lack of vegetation, the slope's angle, and the quality of the soil. A slope stability analysis utilising Morgenstern Price’s method is conducted using the Geoslope software to determine the critical factor of safety.