The interplay of several causative factors such as,  moderately weathered and fractured rock mass overlain by overburden of ~3 m thickness, dissection of hillslope by drainages, wet hydrological condition in the vicinity of the slope and rainfall played
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
Slope direction: N350. Proper implementation of remedial measures is recommended.
NH 13 Slide 10
NH 13/ NW of Bomdila
1. Removal of slide material from the affected slope. 2. Systematic diversion of surface water runoff away from the affected slope. 3. Construction of concrete lined hillside drain. 4. Construction of RCC retaining wall of ~5 m height with proper back fi
1. Adverse condition of rock mass and thick overburden: slope forming material is composed of moderately weathered and fractured rock mass overlain by in-situ soil cover of ~3 m thickness. 2. Hillslope dissected by natural drainages. 3. Wet hydrological