The slide has occurred along the Hunli-Anini road section, due to oversaturation of slope forming material due to rainfall causing local hydrostatic pressure and loss of cohesion on the affected slope.
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 Hunli 43.45 kms along NH-313 towards Anini
 NH-313 (Roing-Anini road)
1. Removal of slided material from retaining wall which has damaged it in many places. 2. Repairing of damaged retaining wall. 3. Cleaning of chocked culvert in right flank of the slide. 4. Provision for hill side drainage.
1. Weak and unconsolidated SFM comprising of rock fragment of parent rock mixed with soil. 2. Oversaturation of SFM due to rainfall creating a local hydrostatic pressure and loss of cohesion on the affected slope.