The shallow rotational rock slide has occurred along the Roing to Anini road due to extensive slope cut for road construction without proper remedial measures and incessant rainfall.
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 16.1 kms along NH-313 towards Mayudia Pass
 NH-313 (Roing-Anini road)
1.Reducing the general slope angle by slope dressing. 2 Clearing of loose vegetation and debris from the slope face. 3 Reinforced concrete retaining wall with suff. Weep holes of at least 5 m height (along the toe of problematic slopes area).
 Extensive slope cut  of toe of the hill slope for road construction  with out proper remedial measures and incessant rainfall may have caused increase of pore water pressure locally.