The affected slope dominantly consists of finely laminated sandstone and clay overlain by thin sandy insitu soil. Oversaturation of these materials during rainfall led to reduction of shear strength due to increase in local pore water pressure which rend
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
Minor landslide.
Nutan Hajong–Nablaidisa slide No.1
Nutan Hajong–Nablaidisa road section
1. Construction of retaining wall of considerable height at the toe portion of slope cut maybe considered.
2. Proper maintenance of lined hill side draiNGe.

1. Slope cut
2. Weak overburden material 
3. Reduction of shear strength due to over saturation during heavy rainfall.
