The debris slide occurred due to weathered SFM is unstable along the extensive slope cut.
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
600m E of Old Kamlao
NH-315, Jairampur-Manmao road section
1. Removal of uprooted trees from the slide zone. 2. Plantation of fast-growing grass/ shrubs to protect slope erosion.
1.Toe cutting of slope during road construction and road widening, 2. Pore water pressure developed in slope forming material during heavy rainfall reduces its shearing strength and thereby leading to slope failure.