The shallow rotational debris slide has occurred along Roing to Pasighat road due to slope excavation for road construction. During rainy season water flowing from the crown portion saturating the overburden material and reduced the shear strength.
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 Bomjir 15.1 kms along NH-13 towards Pasighat
 NH-313 (Roing-Pasighat road)
1.Removal of loose slided material from the slope surface. 2.Construct the deep hillside lined ditches at toe of the hill slope for the excess water discharge. 3.Slope angle may be reduced by benching. 4.Construction of breast wall with weep holes.
Extensive slope cut for road construction. Thick over burden material (up to 2-3m thick) coupled with incessant rainfall as well as  oversaturation may cause for the slides.