Date: 21.06.2018
According to local sources, several landslides in the adjacent areas and also on the upslope portion of the hill had occurred in the past. Construction of gabion wall was under progress during the time of investigation. Geotechnical  studies  are  being
Bandarkhal landslide.
Between NFR Bridge No. 305 and Tunnel No. 19 (~2 km SW of Bandarkhal Railway Station).
In order to prevent further undercutting by river, substantial amount of large boulders/riprap be placed at the toe portion of slide and also on sinuous curves near the affected slope. Toe support for the affected slope through construction of strong RCC
Geologically, the affected slope comprises of unconsolidated materials or loose debris. Soil cum sandstone fragments of considerable thickness constitute the slope forming material, perhaps brought down at the footslope by the action of gravity.  Incessa