The barren (snow covered) terrain comprises boulders of quartzite resting on slope predominantly composed of highly weathered rock and in-situ soil of ~2 m thickness. Excavated slope for road construction, moderate steep slope, drainages on the hillslope
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
Damaged retaining wall. Slope failure of the same nature as  AR/WKG/83A03/2021/029. Adequate mitigative measures must be planned and implemented on similar slopes and geological condition.
NH 13 Slide 27
NH 13/ NW of Kalobtse Mani
1. Removal of unstable boulders from the affected slope. 2. Re-construction of retaining wall of adequate dimension for toe support with post plate wire mesh (protection fence) installed above the retaining wall to arrest the rolling boulders. 3. Systema
1. SFM: boulders of quartzite resting on slope predominantly composed of highly weathered  muscovite schist and quartzite  overlain by soil cover of ~2 m thickness. 2. Hillslope is moderately dissected by drainages. 3. Oversaturation of slope material an