The multiple slope failures were recorded on extensive cut slope made for settlement purposes. The slope should be monitored during heavy rainfall. The slope failure is prone during heavy rainfall and the hillslope is demarcated as meta-stable zone susce
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 Unpublished GSI report.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 required,construction of retaining wall with weep holes are suggested
Addagudda
Addagudda
Easing of slope required,construction of retaining wall with weep holes are suggested
Removal of toe support, high slope gradient and high degree of weathering profile are the primary causes.