The multiple slope failure and road subsidences at road bench level occurred due to creep movement in upslope and nala erosion at footslope. Effective drainage measures i.e. lined drainage with weep holes and culvert of suitable dimension should be const
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 Unpublished GSI report.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 and retaining wall with weep holes are required at road bench level in downslope direction.
Hansa village
Hansa village
Easing of slope and lined drainage and retaining wall with weep holes are required at road bench level in downslope direction.
Litho contacts between Metabasalt (competent) and quartz-sericite-schist (highly weathered) facilitating percolation of water, Removal of toe support.