The slide is small in dimension and can be controlled by construction of a retaining wall.
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
Small slide along NH54
Bandarkhal6
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.
Oversaturation of slope forming material and increase in local pore water pressure. Loose of toe support due to extensive slope cut along NH4.