The shallow rotational rock slide due to the removal of SFM for road construction. The prolonged water infiltration in the slope forming material increasing the pore water pressure and reducing the shear strength of the overburden.
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 13.6 kms along NH-13 towards Pasighat
 NH-313 (Roing-Pasighat road)
1.Removal of loose material from the hill slope and hanging trees from the crown portion of the slide. 2.The hill side lined drainage on toe of slope maintain regularly so that the excess water can easily flow to the culvert.
Extensive slope cut and prolonged water infiltration increasing the pore water pressure and reducing the shear strength of the overburden.