The affected area is comprised of thick section of unconsolidated and friable sandstone with subordinate shale and insitu soil cover. Toe cutting of slope for road construction, development of pore water pressure during rainfall, reduction of strength on
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.7
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. Construction of reinforced concrete retaining wall may be constructed
4. Construction of hillside lined draiNGe.
1. Destabilization of slope due to ill planned cutting for road construction.
2. Weak slope forming material comprising mainly of highly weathered rock.
3. Reduction of slope materialΓÇÖs shear strength on over saturation due to rainfall. 
