The lithounit of the affected area includes highly friable, loosely packed sandstone intercalated with thin shale layer. Extensive slope cut and percolation of rain water through this weak slope material during rainfall contributed to the driving force b
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.6
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 on the upslope and downslope of the road be
1. Anthropogenic activities: illplanned cutting of slope at steep angle (700800) for road construction.
2. Weak slope forming material.
3. Incessant rainfall resulted in over saturation of slope forming material which in turn increased local pore water p