The affected slope is predominantly composed of fine grained sandstone with shale along with some thin coal seams belonging to Gondwana Group of rocks. The slide is concluded to be  structurally controlled where failure of overburden materials has occurr
Kikon, A., and Jamir, I., 2021: Remote sensing based macro-scale (1:50,000) landslide susceptibility mapping in Toposheets 78M/9, M/10, M/11, M/13, M/14, M/15, 83A/2, A/3, A/4, A/7, A/8, A/11, A/12, 83B/1, B/5 & B/9 covering  parts of Tawang, West Kameng
Rockmass is stable. However, debris/overburden materials at the upslope portion may further fail during rainfall
Pinjori-Kimi Road Slide 4
Pinjori-Kimi Road
1. Removal of slide debris  2. Drainage of surface water run off from the crown portion through chute drains and calvert
1. Failure of overburden materials along the fault plane 2. It is a structurally controlled landslide 3. SFM: Rockmass overlain by thick column of overburden material comprising fragmented rockmass intermixed with soil. 4. Loss of cohesion during rainfal