The in-situ soil underlain by moderately weathered rock mass resting on a destabilized slope failed during rainfall event. Dissection of slope by drainages, oversaturation of slope material during rainfall and ill-modification of slope led to a shallow t
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. Proper implementation of remedial measures is recommended.
NH 13 Slide 20
NH 13/ W of Milumkang
1. Removal of slide debris from the affected slope. 2. Proper channeling and diversion of surface water runoff away from the affected slope. 3. Proper maintenance of lined hillside drain, especially during monsoon season. 4. Construction of RCC retaining
1. The slope forming material is predominantly composed of in-situ soil underlain by moderately weathered sillimanite-garnet-muscovite schist. 2. Hillslope dissected by drainages. 3. Oversaturation and failure of overburden material during rainfall. 4. I