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What was a key reason for slope instability during the Malin...

This question belongs to Geological Engineering Case Studies And Applied Geological Engineering Projects
Case Studies and Applied Geological Engineering Projects
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What was a key reason for slope instability during the Malin Landslide (Maharashtra, 2014)?

Answer & Solution
Correct Answer: Option C
Heavy rainfall and deforestation were primary contributors to the Malin landslide. Excessive water infiltration reduced shear strength of the slope material, and tree removal eliminated root reinforcement, triggering slope failure.
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