The road cut failure at road bench level because of reduced cohesion and shears strength of slope forming material caused due to intense weathering and erosional activity.  The lined drainage at toe part is required to avoid toe erosion. The slope formin
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 Unpublished GSI report.
Lined drainage is required.
Hulikal road section
Hulikal road section
Lined drainage is required.
Removal of toe support. Laterite/Saprolite cover thickness is more than 10m adding the overburden weight on saturation.