Due to the affect of toe erosion of a nala that is flowing along the road side, there is continued slope failure. Also the Jhum cultivation has reduced the soil cover leading to higher degree of percolation of rain water. Due to choking of the culvert (f
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
Landslide affected section of NH54.
Gularthal_1
NH53
A retaining wall may be constructed to stabilize the slope.
Toe erosion by Nala.