The slope forming material is predominantly composed of highly weathered and jointed rock mass overlain by thick column of insitu soil. Oversaturation of SFM by rainwater leads to increase in pore pressure resulted in 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 15.6 kms along NH-313 towards Mayudia Pass
 NH-313 (Roing-Anini road)
1. Removal of loose material occurring at critical angle. 2. Construction of toe support retaining wall with sufficient weep holes along the affected road stretch
1. The slope forming material is predominantly composed of highly weathered rock mass overlain by thick column of insitu soil. 
2. The affected slope has moderate drainage dissections. 3 Intersected of three sets of prominent joints. 
