A debris slide is observed on the downside of road bench in weathered gneissic rock. Extensive slope cut for constructing road left an unsupported cut down the road bench. The slope was also disturbed for increasing agriculture area activities. A first 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 Unpublished GSI report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 at the toe of slide (where slide material stopped) by appropriate concrete measures (Retaining wall with weep holes) before going for back filling of slope. Strengthened concrete measures right from firm hard rock surface
Belur-Nittur road
Belur-Nittur road
The toe support should be given at the toe of slide (where slide material stopped) by appropriate concrete measures (Retaining wall with weep holes) before going for back filling of slope. Strengthened concrete measures right from firm hard rock surface