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
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Durbintola4
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 width
Toe erosion by Nala.