The increased pore water pressure and nala erosion at toe part destabilizes the slope due to over water saturation triggered during heavy rainfall. The lined drainage and culvert should be designed at proper location to drain excess rain water to minimiz
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 Unpublished GSI report.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 and breast wall with weep holes are required
NH-169, Koppa Road
Hire Kodagi
Easing of slope, lined drainage and breast wall with weep holes are required
 Removal of toe support .