The slope failure resulted due to toe erosion and undercutting or scouring of footslope by flowing stream that leads to slope transformation that opens up new way of water seepage & slope saturation. Thus increased infiltration destabilizes the slope due
Kumari, N. and Muduli, S. D., 2020. Macro-scale (1:50,000) Landslide susceptibility mapping in parts of Toposheet nos. 48O02 and 48O06, Chikmangaluru Shimoga, Dakshin Kannada  district,  Karnataka. Unpublished GSI report.
Easing of slope & Lined drainage is required . Retaining wall with weep holes are required.
750 m east of Nidagalale
NH-13 (Tirthahalli-Shimoga)
Easing of slope & Lined drainage is required . Retaining wall with weep holes are required.
Removal of toe support.