The weathered rock material slided during the rainfall and the attitude (dip of beds and slope of the slide) of beds exposed towards valley side.
Ramesh Guguloth, Neethu Alpho Joseph, 2022, Remote Sensing based Macro-scale (1:50,000) landslide susceptibility mapping in Toposheets 83M/4, 8,12,15,16; 83N/01, 2, 5, 6, 9,13; 92A/03, 4, 6, 7, 11,14,15,16; 92E/02, 3 & 4 covering  parts of Tirap, Changan
NIL
900 W of New Kamlao
NH-315, Jairampur-Manmao road section
1. Removal of slided material. 2. Construction of retaining wall with sufficient weep holes. 3. Removal of slided material from the hill side drainage to allow the free flow the water in order to avoid water logging.
1.Removal of failed material on the road and uprooted trees in the slide zone 2.  Construction of toe support retaining wall with sufficient weep holes along the affected road stretch.3. Trimming of crown scar along its length