Subsidence of road was observed due to debris slide at downslope direction at due to improper and ineffective drainage on upslope. The slope stabilization at road bench level is provided using sand bags at successive benches in downslope direction to pre
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 Unpublished GSI report.
Reinforced retaining wall with weep holes are required
Thirthahalli-Shimoga Road (NH-13)
500 East of Tudike village (NH-13)
Reinforced retaining wall with weep holes are required
Removal of toe support.