The slope forming material exposed on cut slope face is predominantly composed of loose overburden material. Furthermore, the hillslope is moderately dissected by drainages, rendering it relatively vulnerable during rainfall. Rainfall events resulted in
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
The slide is enlarging in distribution wise and may also get reactivated in times of incessant rainfall.
NH 13 Slide 17
NH 13/ N of Dharbu
1. Removal of slide material from the slope and toe of the slide. 2. Construction and maintenance of concrete lined hillside drains. 3. Construction of gabion wall at the toe of affected slope.

1. Hillslope dissected by drainages. 2. SFM is composed of loose unconsolidated fragments of rocks (gneiss) intermixed with soil. 3. Oversaturation and failure of loose overburden material during rainfall. 4. Ill-planned modification of slope for road co