A shallow translational debris slide caused due to combined action of slope excavation, toe cutting and over saturation of weak overburden material during rainfall. The landslide partially blocked the road. Appropriate remedial measures should be adopted
Lemdur, K. and Kikon, A. (2018); MacroScale (1:50,000) Landslide Susceptibility Mapping in Toposheet nos. 83G/6 and 83G/7 in Karbi Anglong and Dima Hasao districts in Asam, Kohima District of NGaland and West MNipur distrcit of MNipur. GSI report of FS 2
Road bench is at risk.
Darangibra–Kepre slide No.2
Darangibra–Kepre road section.
1. Slope dressing.
2. Retaining wall may be constructed at the toe of the cut slope.
3. Construction of lined hillside draiNGe along the road.

1. Ill planned cutting of slope for road construction.
2. Weak slope forming material comprising mainly of fragmented and weathered sandstone, siltstone, clay with thin inΓÇôsitu soil cover.
3. Overburden thickness of 2ΓÇô5m.
4. Reduction of streng