Geologically, the affected site comprises medium grained, friable, fragmented sandstone overlain by insitu soil cover. Removal of toe support and cutting of slope at a steep angle, development of pore water pressure in the thick weathered zone due to inc
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
As this landslide is still active and widening, proper remedial measures should be adopted
Kepre–Koladisa Prasadimdik  slide No.1
Kepre–Koladisa  Prasadimdik   road section
1. Moderation of slope gradient may be considered.
2. Construction of strong reinforced concrete retaining wall set on sound bed rock may be considered. 
3. Construction of hillside lined draiNGe.

The slide occurred due to interplay of several factors: 
1. Destabilization due to toecutting of slope for road construction.
2. The major geological causes are presence of weathered, fragmented rocks and unconsolidated materials, development of pore pre