The unscientific way of removal of soil provides new pathway for water seepage and saturation leads to shear strength failure due to increased pore water pressure. Easing of slope required. The area is demarcated as unstable zone susceptible to slope fai
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 Unpublished GSI report.
 Retaining wall with weep holes are required at road bench level
Koppa road NH-169
North of Hilikere Village
 Retaining wall with weep holes are required at road bench level
Removal of toe support  and Toe erosion by stream which has undercut the slope making it steeper.