Slope failure occurs along the extensive cut slope due to pore water pressure developed in the thick (3m) slope forming material along with presence of natural drainage above the crown flowing over the slope face during heavy 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 20.5 kms along NH-313 towards Hunli
Newly connstructing Roing-Hunli/ Anini road NH-313
1. Removal of loose material occurring at critical angle. Removal of slided debris material on the road side and hillside drainage.
Slope failure occurs along the extensive cut slope due to pore water pressure developed in the thick (3m) slope forming material along with presence of natural drainage above the crown flowing over the slope face during heavy rainfall.