Rainfall led to increase in discharge and velocity of flowing nala and also caused over-saturation of slope material resting on steep slope with natural drainages, which eventually resulted in slope failure by toe erosion.  Since the landslide is located
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 landslide is located on a slope with no elements at risk in the vicinity, therefore no remedial measures are suggested. Moreover, the landslide location is inaccessible, thus the data recorded are from afar and limited
NH 13 Slide 2
NH 13/ NW of Elephant Flat
The landslide is located on a slope with no elements at risk, hence no remedial measures are suggested.
1. Adverse condition of rock mass; slope material is composed of fractured sandstone and minor shale.2. Steep slope gradient. 3. Hillslope dissected by drainages. 4. Toe erosion by nala.
