The debris slide triggered due to extensive toe cutting of slope for road construction. Increase of pore water pressure in the thick overburden soil reduced the shear strength of the slope forming material. 3. Rill erosion on slope.
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 26.8 kms along NH-313 towards Hunli
Newly connstructing Roing-Hunli/ Anini road NH-313
1.  Plantation of fast-growing plants (bamboo, vetiver) to prevent slope erosion. 2. Construction of hillside drains along the affected road stretch. 3. Proper draining of nala located on the left side of the slide.
1. Extensive toe cutting of slope for road construction 2. Increase of pore water pressure in the thick overburden soil reduced the shear strength of the slope forming material. 3. Rill erosion on slope.