The slope forming material at the affected site is composed of sandy insitu soil and highly fragmented sandstone. Cutting of toe destabilized the slope, furthermore, saturation and lose of cohesion due to rainfall contributed to the mobility of slope mat
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
Inactive landslide.
Nchen–Ngaulong slide No.4
Nchen–Ngaulong road section.
1. Construction and timely maintenance of lined hillside draiNGe system.
2. Retaining wall at the toe of cut slope founded on a sound stratum may be constructed. 

1. Thick column of sandy insitu soil and highly fragmented sandstone
2. Moderate steep slope (30╦Ü35╦Ü).
3. Development of pore water pressure and reduction of strength on oversaturation due to incessant rainfall.
4. Slope cut. 
