The shallow rotational debris slide has occurred along Roing-Anini road section (NH-313), due to over saturation of slope forming material by rainfall and toe cutting of hill slope for road construction.
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 45 kms along NH-313 towards Anini
 NH-313 (Roing-Anini road)
1. Repairing of damaged gabion wall. 2. Removal of rock boulders and slided material at critical angle from slope of the slide. 3. Plantation of bamboo, vetiver on slope surface to prevent erosion. 3. Provision for hill side drainage.
1. Weak and unconsolidated SFM comprising of rock fragment of parent rock mixed with soil. 2. Toe cutting of hill slope for road construction. 3. Oversaturation of SFM due to rainfall creating a local hydrostatic pressure and loss of cohesion.