A combination and interplay of several factors like, weak slope forming material, overburden thickness of >5 m, ill planned cutting of slope, highly dissected hillslope, and oversaturation of material during rainfall contributed in causing a shallow tran
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
Road in high risk if proper remedial measures are not adopted.
Guilong–Semkhor slide No.2
Guilong–Semkhor  road section
1. Moderation of slope gradient and removal of overhanging trees at the crown portion.
2. Construction and timely maintenance of lined hillside draiNGe system.
3. Construction of reinforced retaining wall at the toe of the slide and also at the downslope
1. Anthropogenic activities: illplanned cutting of slope at steep angle (700800) for road construction.
1. Weak slope forming material comprising mainly of fragmented and weathered sandstone with inΓÇôsitu soil cover.
2. Overburden thickness of >5m.
3