The affected slope is predominantly composed of fragile overburden material. Excavated slope for road construction, weak slope forming material, oversaturation of slope material and loss of cohesion during rainfall are the chief contributing factors in i
Nair,V,Athira., Jamir, I., 2022, Remote Sensing based Macro-scale (1:50,000) landslide susceptibility mapping in Toposheets82L/16, 82P/1,2,3,4,5,6 ; 83I/13,14 & 83M/01 covering  parts of West Siang East Siang, Upper Siang, Dibang Valley and Lower Dibang
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NE of Daring Slide 1
Daring road
i. Proper maintenance of hill side drain ii.Plantation of vetiver grass root system on the affected slope
i.Slope forming material is composed of thick strata of insitu soil intermixed with weathered parent rockmass (shale) ii. Regolith thickness >5m iii. Loss of cohesion and saturation on the affected slope during rainfall events