This is an active and advancing type of debris slide caused due to the improper filling material used during the  construction of roads.
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 4
NH-217,Paikan-Tura Dalu Road
Preventive measures already done.Since the failed portion of the road is the failed slope along with parapet wall and the retaining wall, it is recommended to reconstruct the retaining wall on the stable bedrock present on the downslope with sufficient w
The  super-saturation of fill material through prolonged infiltration of unguided surface water into the loose overburden soil observed along the crown area thereby drastically increasing the pore water pressure