The debris slide documented along the Longding -Khonsa road due to extensive slope cut. Grey shale and shale with unconsolidated soil (3 m overburden ) slide along the extensive slope cut during the rainfall
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
2 km W of Tissa
Longding-Khonsa road
Stabilize the slope by benching 2. Construction of retaining wall with sufficient weep holes. 3. Construction of hill side drainage.
1. Extensive slope cut without stabilizing slope. 2.  Grey shale and shale with unconsolidated soil (1-3m thick) along the slope.