In this affected slope the overburden material has failed along with some highly fragmented underlying bedrock. The overburden material is comprised of highly friable siltstone interbedded with shale and thin layers of in-situ soil. Unscientific cutting
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
One settlement is located near to the slide area. It is very necessary to evacuate and relocate the residents from the downslope area. (Mainly to be taken up by the respective state department.)
Panibara slide
Panibara
As it is situated near to settlement and road remedial measures must be required: 1. Easing of the slope by benching 2. Removal of heavy vegetation from the slope area 3.Toe support for the affected slope through construction of strong RCC retaining wall
1. The affected slope comprises highly friable siltstone interbedded with thin layers of shale 2.  Quarry 3. The rocks are structurally disturbed to some extent as obliterated joints and fractures are present 3. Over-saturation of slope material and l