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Geological Engineering · Q181

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Engineering and GATE · Geological Engineering · question 181

Q181

What was a key reason for slope instability during the Malin Landslide (Maharashtra, 2014)?

A.
Earthquake tremors
B.
Tunneling activity
C.
Heavy rainfall and deforestation
Answer
D.
River erosion

Answer: Option C

Solution

Answer: Option C
Solution:
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.