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What is Loess Landslide Stability Under Seismic Action about?

This research evaluates the stability of loess landslides under seismic action using the simplified Bishop method in Fushan County, Shanxi Province, China. The study finds that the slope safety coefficient typically ranges from 0.7 to 1.35, with avoidance distances between 5 to 20 meters under a seismic force of 0.20 g, indicating that slope angle and height significantly influence stability. The findings provide quantitative data to aid in the assessment and prevention of landslide disasters in the region.

Author

bikila meko

Language

EN