The shallow translational soil slide occurred due to the unplanned modification of slope for road construction/ widening. Besides, adverse condition of rockmass which is composed of loose unconsolidated soil intermixed with friable shale.
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
NA
Yingkiong road Slide 4
NH-513
i. Construction of retaining wall under progress ii. Removal of slide materials to avoid blockage of hill side drain.
i. Slope forming material is composed of loose unconsolidated soil intermixed with parent rockmass (friable shale) ii. Regolith thickness is more than 5m iii. Dripping hydrological condition iv. Loss of cohesion and saturation during rainfall events