The rock slide has triggered due to the wedge failure coupled with oversaturation of weathered and jointed rock mass due to rainfall and natural drainage flowing from crown through the slope face.
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 19.8 kms along NH-313 towards Hunli
Newly connstructing Roing-Hunli/ Anini road NH-313
1. Removal of failed rock materials on the road side. 2. Removal of loose rock blocks precariously occurring at crown portion and slope faces.
The rock slide has triggered due to the wedge failure coupled with oversaturation of weathered and jointed rock mass due to rainfall and natural drainage flowing from crown through the slope face.