The landslide is situated along MichiduiHaflong road near a bridge over Robi nala. It is observed that this road section is poorly maintained with absence of road side drain and no slope stability measures. It is important to construct an RCC retaining w
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
This is an important road which connects Haflong with the settlement on the hills (NW of Haflong).  Construction of an RCC retaining wall is paramount as the area may experience further failure.
Robi Nala Slide
MichiduiHaflong road
Toe support for the affected slope through construction of strong RCC retaining wall with sufficient weep holes, founded on sound substratum. Construction of road side drain.
Loose of toe support due to extensive slope cut combined with affect of weak slope forming material (Colluvium), and heavy rainfall resulting in over saturation of slope material.