The non-cohesive slope material due to rainfall resulted in saturation, loss of cohesion and reduction in shear strength of the material, thereby, resulting in shallow rotational soil slide.
Nair,V,Athira., Jamir, I., 2022, Remote Sensing based Macro-scale (1:50,000) landslide susceptibility mapping in Toposheets82L/16, 82P/1,2,3,4,5,6 ; 83I/13,14 & 83M/01 covering  parts of West Siang East Siang, Upper Siang, Dibang Valley and Lower Dibang
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Yingkiong Slide 2
NH-513
i. Removal of slide materials which has high chances of falling on the road bench ii. Removal of materials from the blocked hill side drain iii. Damaged retaining wall can be reconstructed
.Slope forming material is composed of loose unconsolidated soil intermixed with fragments of parent rockmass ii. Flowing hydrological condition iii. Regolith thickness is more than 5m iv. Loss of cohesion and saturation during rainfall