Due to gully erosion and high percolation of water, a shallow rotational slide occurred.
Tep, Y. and Kumar, A. (2018); MacroScale (1:50,000) Landslide Susceptibility Mapping in Toposheet nos. 83C/16 and 83H/1 in  Dima Hasao and Cachar districts in Asam and East Jaintia hills  District in  Meghalaya and West and Central MNipur district in MNi
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Durbintola5
NH54
Toe support for the affected slope through construction of strong RCC retaining wall with sufficient weep holes founded on sound substratum. Construction and proper maintenance of concrete road side drain. The road side drain should be of sufficient widt
Oversaturation of slope forming material and increase in local pore water pressure during torrential rainfall. Loose of toe support due to extensive slope cut along NH54. Weak slope forming material (Transported debris). Affect of a major regional fault