Several landslides along NH54 during the first week of April, 2017 led to disruption of normal vehicular movement for about 12 days. This landslide which could have been a reactivation of earlier slide was one of the worst affected areas. This landslide
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
Highly recommended to construct a bridge as shown in fig.18B to avoid this stretch of the road as the active landslide along with toe erosion by the stream will result in more failure and subsidence of the road.
Bandarkhal3
NH54
Toe support for the affected slope through construction of strong RCC retaining wall with sufficient weep holes founded on sound substratum. Easing of the slope by benching above the RCC concrete wall Construction and proper maintenance of concrete road
Oversaturation of slope forming material and increase in local pore water pressure. Loose of toe support due to extensive slope cut along NH4.Toe erosion by natural stream is also affecting the downslope of the road. Weak lithology comprised of fragmente