The vertical road cut failure at concave curvature at road bench level The primary cause of slope failure occurred due to intense weathering and erosion and loss of cohesive strength of the soil.The lined drainage at toe part is required to avoid toe ero
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 Unpublished GSI report.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 and lined drainage are required.
West of Badigi village
West of Badigi village
Easing of slope and lined drainage are required.
Removal of toe support  primary causes. Highly weathered & soft soil is observed on the slope having a thickness of 3m to 5m.