The affected slope consist thick section (~2ΓÇô5 m) of loosely packed weathered sandstone overlain by thin inΓÇôsitu soil horizon. Slope modification of natural slope having weak slope forming material coupled with rainfall resulted in over saturat
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
Landslides prone area. Proper remedial measures should be adopted in order to mitigate the hazards involved.
NE of Darangibra slide.
Approx. 3.5 km NE of Darangibra.
1. Construction of strong reinforced retaining wall/gabion wall at the toe of the slide founded on firm substratum.
2. Construction and proper maintenance of lined hillside draiNGe. 
3. Slope dressing may be considered.

1. Excavation and toe cutting of slope for road construction.
2. Weak slope forming material compromising mainly of highly weathered friable sandstone with sandy inΓÇôsitu soil.
3. Overburden thickness of >5m.
4. Reduction of strength on over saturati