SFM predominantly comprised of highly weathered and jointed quartzite intermixed with soil. 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
IHO Viewpoint landslide. From Roing 46.2 kms along NH-313 towards Mayudia Pass
 NH-313 (Roing-Anini road)
1. Removal of slided debris material on the road side. 2. Slope moderation by trimming at the crown portion. 3. Construction of hill side drainage.
The slope forming material predominantly comprised of highly weathered and jointed quartzite intermixed with soil. During rainfall, increase pore water pressure in the SFM due to oversaturation reduced the shear strength and resulted to slope failure.