The slide is observed to have occurred on the north-westerly slope. The inclination of planar failure slope is observed to be around 50°. Initially, slope has been cut for road construction making it unstable. The slope forming material (SFM) observed o
Singh, K. and Kumar, K., 2020. Macro-scale (1:50,000) Landslide susceptibility mapping in parts of Toposheet nos. 48K13, 48N3 and 48N04, Udipi and Shimogha district, Karnataka. Unpublished GSI report
The toe support should be given by construction of retaining wall with weep holes and  also minimize the slope gradient by benching and back filling. Clogged road side drainage should be cleared.
1.27 Km North of Kollur along Kollur-Nagodi road
1.27 Km North of Kollur along Kollur-Nagodi road
The toe support should be given by construction of retaining wall with weep holes and  also minimize the slope gradient by benching and back filling. Clogged road side drainage should be cleared.