The slope is predominantly composed of loose unconsolidated material intermixed with fragments of rock. Generally, the regolith thickness along the affected slope face is about 2-5 m. Excavated slope for road construction, weak slope forming material, ov
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
Implementation of adequate mitigative measures is suggested.
Dirang- Rungkhung Road Section Slide 1
Dirang- Rungkhung Road Section
1. Removal of slide material/ debris from the affected slope. 2. Construction of retaining wall with proper back filler material and sufficient weep holes. 3. Construction of lined hillside drain.

1. Slope forming material is predominantly composed of loose unconsolidated overburden material intermixed with fragments of mica chlorite schist. 2. Regolith/ overburden thickness of 2-5 m. 3. Oversaturation of slope material and loss of cohesion during