This slide was triggered by heavy and incessant rainfall during 22nd - 23rd 2016. Initially the stability of the slope has been disturbed because of steep cuts slope for construction of road. This slide occurs along steep cut slope angle having 70° –
WRD Slide (North)
Locality
1. Easing of slope angle. 2. Construction of breast wall and retaining wall at the hill side of the toe portion and below the road 3. Construction of network of catch water surface drainage system on uphill slope above the road and drains to the two main
Poor lithology