The slope forming material is highly unconsolidated. During rainfall, water flowing through the slope face create temporary rills on slope, within which water converge to augment pore water pressure and has aggravated instability.
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 29.8 kms along NH-313 towards Hunli
Newly connstructing Roing-Hunli/ Anini road NH-313
1. Plantation of fast-growing plants on the upslope of the slide zone to protect slope erosion. 3. Removal of uprooted trees and loose material from the crown portion.
1. Extensive toe cutting of slope for road construction 2.  Increase of pore water pressure in the thick overburden soil reduced the shear strength and 3. Rill / Gully erosion.