The affected slope is predominantly composed of fragile overburden material. Excavated slope for road construction, weak slope forming material, dissection of slope by drainages, active rill erosion, dripping hydrological condition on the affected slope,
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 road stretch heading westward is highly vulnerable to landslides. Therefore,  implementation of adequate mitigative measures is suggested.
NH 13 Slide 35
NH 13
1. Removal of slide material from the affected slope. 2. Tapping and channeling of surface water, and systematic draining through proper drainage system. 3. Perforated PVC pipes may be installed horizontally on the affected slope. 4. Gabion wall may also
1. SFM: the area is predominantly composed of overburden material characterized by silty soil, and detached boulders on the slope. 2. Hillslope is moderately dissected by drainages. 3. Active rill erosion on the affected slope. 4. Dripping hydrological c