The slope forming material is dominantly characterized by loose sandy insitu soil. The major factors that led to a minor shallow rotational failure includes toe removal of slope, increased pore pressure in the weak overburden  material due to infiltratio
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
Lithology in this area consists of weathered, friable, loosely packed sandstone which is highly susceptible to slope cut failure.
Kepre–Koladisa–Prasadimdik  slide No.8
Kepre–Koladisa–Prasadimdik   road section
1. Moderation of slope gradient may be considered.
2. Removal of precariously hanging trees at the crown portion to shed the static load.
3. Revegetation of slope with fibrous roots system plants.
4. Construction of hillside lined draiNGe system.

1. Destabilization of slope due to ill planned cutting for road construction.
2. Weak slope forming material comprising mainly of sandy insitu soil.
3. Overburden thickness of 2ΓÇô5 m.
4. Reduction of slope materialΓÇÖs shear strength on over satur