Debris slide occurred due to weak unconsolidated shale and carbonaceous shale of Barail Group is unstable along the extensive slope.
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
700 m E of Taipi Dudam
Jarampur- Nampong road
1. Removal of slided debris material 2. Stabilize the slope by the three benching. 3. Proper diversion drainage with construction of culvert 4. Reconstruction of damaged concrete wall with suitable height.
1.Weathered unconsolidated shale and carbonaceous shale of Barail Group is unstable along the slope cut.