Debris slide occurred along the roadside due to the costruction activity and also due to the loose unconsolidated bedris and highly weathered shale.
Mohanty, A. and Nelson, A., 2020. Macro-scale landslide susceptibility mapping in parts of Toposheet nos. 78G/14, 78G/15, 78K/1, 78K/2, 78K/3, 78K/4, 78K/5, 78K/6, 78K/7 and 78K/8 covering parts of North Garo Hills, South Garo Hills, East Garo Hills, Wes
Rongram-Jengjal road slide 6
NH-217,Paikan-Tura Dalu Road
Construction of lined hill side drainage to prevent toe erosion.
Loose unconsolidated debris and highly weathered shale covered with thick insitu soil and aggravated by toe cutting of slope for road construction.