The shallow translational debris slide, has triggered along newly constructing Roing-Hunli/ Anini road (NH-313), due to Increase of pore water pressure in the thick (3.5m) overburden soil 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 19.5 kms along NH-313 towards Hunli
Newly connstructing Roing-Hunli/ Anini road NH-313
1. Removal of failed debris material on the road side blocking the drainage. 2. Repairing of the partially damaged retaining wall.
Increase of pore water pressure in the thick (3.5m) overburden soil reduced the shear strength and resulted to slope failure