The affected slope comprises predominantly of weathered shale of Disang Group intermixed with soil. The slope failure occurred due to intersection of J1 and J2 joints which makes a wedge formation.
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
200 S of Bubang
Changlang-Khimioyng road
1. Scaling of loose material from the crown of the slide. 2. Removal of slide material on the road
Wedge failure due to intersection of joints (J1:N10oE/62oNW & J2:N65oW/68oNE)