The slide originated in the high to moderately dissected steep slope.  Continuous rainfall locally increased the pore water pressure and the soil along the steep slope lost its strength and failed. The failed material flowed towards the down slope by car
Reghu, R. and Senthilkumar, K., 2020. Macro-scale (1:50,000) Landslide susceptibility mapping in parts of Toposheet nos.Toposheets nos. 48O01, 48O05 and 48N08, Shimoga and Chikmagalur district, Karnataka. Unpublished GSI report.
Maintain the original nala course. Do not construct any settlement along the flow direction. This landslide to be monitored during the rainy season.
Hanigeri-1
Hanigeri-1
Maintain the original nala course. Do not construct any settlement along the flow direction. This landslide to be monitored during the rainy season.
unscientific cutting of slope