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
The highway passes through highly dissected hillslope and is vulnerable to slope failure due to weak lithology and extensive slope cut.
Makru2
NH53
Construction of retaining wall with sufficient weep holes. Construction and maintenance of proper road side drain. Easing of the steep slope by benching.
Toe erosion by Nala.