A debris slide occurred along the concave slope side due to the toe erosion as well as loose unconsolidated debris on the upslope.
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 8
NH-217,Paikan-Tura Dalu Road
Construction of breastwall with adequate weepholes.Construction of lined hillside drainage.
Toe removal due to slope cutting, concave slope morphometry facilitating water accumulation or percolation, and predominance of loose unconsolidated debris.