Debris slide initiated as a planar failure. The slope forming material (SFM) got saturated by percolation of water during heavy rains which increased its mass. Initially, high angle slope has been cut for road construction making the slope unstable. Top
Singh, K. and Kumar, K., 2020. Macro-scale (1:50,000) Landslide susceptibility mapping in parts of Toposheet nos. 48K13, 48N3 and 48N04, Udipi and Shimogha district, Karnataka. Unpublished GSI report
Easing of slope with proper grading,  Drainage at the base of slope should be provided with concrete lining.
1.2 km West of Vatgod
1.2 km West of Vatgod
Easing of slope with proper grading,  Drainage at the base of slope should be provided with concrete lining.