The slide has occurred due to the slope disturbance and oversaturation of overburden along with underlying country rock leads to the increase in pore water pressure and reduced the shear strength due to rainfall and natural drainage and collapsed.
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 55.6 kms along NH-313 towards Anini
 NH-313 (Roing-Anini road)
1. Construction of retaining wall of suitable height with sufficient weep holes. 2. Removal of slided material and plants from road 3. Cleaning of chocked culvert in right flank of the slide. 4. Plantation of bamboo, vetiver on slope.
1. Drainage dissection on the affected slope. 2. Oversaturation of overburden (2 m) along with underlying country rock leads to the increase in pore water pressure and reduced the shear strength due to rainfall and natural drainage and collapsed.