The slope forming material is dominantly composed of weak lithology; comprising of highly friable shale and sandstone overlain by thin in-situ soil cover. The nala though perennial in nature maintains a lean flow. Constant wetting of toe portion of slope
Neethusree, K. J. and Suma, C. S, 2020. Macro-Scale (1:50,000) Landslide susceptibility mapping in Toposheet no. 83 C/12 and in parts of Toposheets nos. 83 D/5, 9, 13 & 14 in Dima Hasao, Cachar and Hailakandi districts of Assam, East Jaintia Hills distri
Clearing of debris and fallen trees are very necessary for the smooth flow of nala.  The landslide is located at an isolated place and hence poses no threat to life or property.
Guabari slide-1
Guabari
In order to prevent further undercutting by river, substantial amount of boulders/rock rip-rap may be placed at the toe portion of slide.
1. The affected slope comprises highly friable shale and sandstone 2.Toe erosion by nala 3.Development of local hydrostatic pressure and reduction of shear strength on over-saturation of weak overburden material due to rainfall.