The slope is predominantly composed of rock fragments intermixed with highly weathered rock and in-situ soil. The slope is made up of thick strata of overburden exceeding 10 m thickness in general. Moreover, the drainages on the slope tend to deeply inci
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
Shops and hotels located nearby the affected slope could be at risk in case of reactivation of slide during monsoon period.
NH 13 Slide 29
NH 13/ S of Nyakmadung
1. Removal of unstable boulders from the affected slope. 2. Slope easing to a gentler angle. 3. Construction of retaining wall with proper back filler material and sufficient weep holes. 4. Systematic channeling of surface water runoff away from the affe
1. Slope material is predominantly composed of rock fragments (muscovite schist) intermixed with highly weathered rock and in-situ soil. 2. Regolith/ overburden thickness of >10 m. 3. Hillslope is moderately dissected by drainages, two drainage lines dee