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 building. This slide occurs along steep cut slope angle having 70°
WRD Slide (South)
Locality
1. Moderation of slope angle. 2. Construction of suitable height of masonry retaining wall founded on the bed rock. 3. Construction of catch water contour drains above the crown and drains away from the sliding area.
Poor lithology