Date: 21.06.2018
Benching of the slope was done but couldn't withstand the overburden load of the oversaturated material.
Phiding slide.
Near Phiding Railway Station. Between Mahur and Phiding RS, NFR.
Channelling of surface runoff from the upslope portion and diverting it away from the affected slope through perforated pipes; Toe support for the affected slope through construction of strong RCC retaining wall with sufficient weep holes, of considerabl
Anthropogenic activities; Excavation of slope for railway construction; The affected slope is composed of loose unconsolidated fragments of sandstone and carbonaceous shale with clayrich soil; Weathering transforms shale into a clayrich soil which normal