The slide occurred in weak SFM predominantly composed of thick soil intermixed with rock fragments. During rainfall, increase pore water pressure in the SFM due to oversaturation reduced the shear strength and resulted to slope failure.
Anicia K.S., Arvind Kumar Singh, 2022, Remote Sensing based Macro-scale (1:50,000) landslide susceptibility mapping in TS no. 82 P/12, 15, 16; 91 C/3, 4, 7, 8, 12; 91 D/1, 2, 3, 4, 5, 6, 8, 9 and 10 covering parts of Lower Dibang Valley, Lohit, Anjaw and
NIL
 From Roing 27.1 kms along NH-313 towards Mayudia Pass
 NH-313 (Roing-Anini road)
1. Plantation of deep rooted and fast-growing plants on affected slope to prevent the soil erosion. 2 Removal of the uprooted tree from the crown potion of the slide.  3. Construction of lined hill side drainage with proper gradient.
Weak slope forming material predominantly composed of thick soil intermixed with rock fragments of gneisses. During rainfall, increase pore water pressure in the SFM due to oversaturation reduced the shear strength and resulted to slope failure.