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This research article investigates the Aklesal Dablyang landslide in Baglung district, Nepal, emphasizing its geotechnical and geophysical characteristics that contribute to slope instability. The study reveals that loose colluvial deposits with high moisture content significantly reduce shear strength, making the area prone to landslides, particularly during monsoonal rains. The findings highlight the need for effective risk management strategies to mitigate the impacts of such geological hazards on local

Author

shyam karki

Language

EN