Road construction activity rendered a loss of toe support to the slope and as a result the incompetent Lithology collapsed in the heavy rains due to running water condition which enhanced erosion of loose materials resulting in a collapse of the part of
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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Makru 3
NH53
A rock catchment fence should be constructed to prevent the rock fall from affecting the national highway. A retaining wall be constructed to stabilized the slope.
Toe erosion by Nala.