Slope failure occurs along the steep slope cut due to oversaturation of thick overburden (1.5 m) comprising of rock fragments admixed with soil.
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 37.6 kms along NH-313 towards Hunli
Newly connstructing Roing-Hunli/ Anini road NH-313
1. Scaling of steep and protruding rock masses on either s flank of slide. 2. Scaling at crown scar. 3. Construction of retaining wall along the affected slope for toe support.
1. Steep slope cut 2. Thick overburden (1.5 m) comprising of rock fragments admixed with soil. 3. Dripping water condition 4. Saturation of overburden along with underlying weathered rock by rainfall and dripping water.