Overburdened loose debris has to be removed, Retaining wall height has to be reinforced.
Naveen Kumar Nigam, Kezhasilie Chiezou, 2022, Remote Sensing based Macroscale (1:50,000) landslide susceptibility mapping in Toposheets 82O/04,8,11,12,15,16; 82P/07 to 11, 13,14 and 83 M/05 covering parts of East Siang, Upper Siang, Dibang Valley and Low
 Slide triggred due to incessant rainfall, Suitable suggested remedial measures are to be taken.
 NA
NH-313
Draining out of water logged observe on the left side of the hill side drain. 2. Extension of at least 3 m long of the already constructed retaining wall with sufficient weep holes.
  Toe cutting of slope during road construction, widening and steep slope face along the road face lead to instability of the slope and subsequently failure during rainfall.