This part of the study area (SE of TS No. 83 G/7) displays a rugged and youthful topography represented by high ridges and steep valleys. The slide is a shallow translational failure caused both by inherent and external factors. The hills display a steep
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
Remedial measure should be implemented as jointed and moderately weathered rock mass might led to recurrent rock falls and slides.
Thingje–Hereilo slide No.2
Thingje–Hereilo  road section
1. Construction of strong retaining wall at the toe of slide with rock slide road sign.
2. Steel mesh with rock bolt anchors to hold the mesh in place may be considered.

1. Ill planned cutting of slope (near vertical) for road construction.
2. Well bedded, fractured, jointed sandstone.
3. Intersection of bedding and joint plane. 
4. Seepage of water along the discontinuity planes during rainfall.
