Basically, the interplay of rainfall, fluvial action, weak slope forming material and seepage of water along the pre-existing cracks is contributing in causing a shallow translational failure. It may also be noted that stream bank erosion along this rive
Neethusree, K. J. and Suma, C. S, 2020. Macro-Scale (1:50,000) Landslide susceptibility mapping in Toposheet no. 83 C/12 and in parts of Toposheets nos. 83 D/5, 9, 13 & 14 in Dima Hasao, Cachar and Hailakandi districts of Assam, East Jaintia Hills distri
Stream bank erosion by Tikal nadi (toe erosion) along the slope is prominent. There are mainly three small scale slope failures are found at this location itself.
Tikal Nadi
ONGC road
As it is situated away from settlement and road remedial measures are not necessary. However it is observed that there is jhum cultivation above the crown of the landslide. Therefore, it is suggested to avoid future jhum fields and plantation near the sl
1. Over-saturation of slope forming material and increase in local pore water pressure during torrential rainfall.