The thick section of weak slope mass exposed on critically cut slope is composed of fractured/ fragmented rock mass intermixed with soil. The presence of drainages on hillslope, oversaturation of slope material and loss of cohesion during rainfall are th
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.
NH 13 Slide 33
NH 13/ Sedal
1. Removal of slide debris from the affected slope. 2. Systematic channeling of hillslope drainages for proper disposal of surface water runoff. 3. Retaining wall of adequate width and height may be extended all along the toe of the affected slope and al
1. SFM: slope material is composed of highly weathered and fractured rock mass intermixed with soil. 2. Hillslope is highly dissected by drainages. 3. Oversaturation of slope material and loss of cohesion during rainfall. 4. Ill-modification of slope for