The debris slide has occurred due to slope excavation, for road construction. The development of local hydrostatic pressure and reduction of shear strength on over-saturation of weak overburden material due to incessant rainfall resulted the failure.
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 13 kms along NH-313 towards Mayudia Pass
 NH-313 (Roing-Anini road)
1. Removal of hanging trees from the crown portion of the slide.
1. Slope forming material is composed of loose unconsolidated soil and rock fragment of parent rock. 2. Loss of cohesion and saturation of overburden materials during rainfall.