The slope is predominantly composed of rock fragments intermixed with in-situ soil. The slope is made up of thick strata of overburden exceeding 5 m thickness in general. Excavated slope for road construction, saturation of slope material and loss of coh
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
Weep holes provided are not sufficient enough and it is blocked by the slide materials
Northeast of Simong Slide 2
NH-513
i.Removal of loose debris from the affected slope ii. Retaining wall already constructed iii. Proper maintenance of hill side drain
i.Slope forming material is composed of fragments of parent rockmass intermixed with soil ii. Regolith thickness is more than  > 5m. iii.Saturation of overburden and increase in pore pressure and loss of cohesion during rainfall. iv. Ill planned modifica