The steep steeped profile of the rock along which the road trace has been cut destabilized the natural slope and the stabilized hill wash material got mobilized during the event of heavy or sustained rainfall. The creep movement is evident from the curve
Interim report on Preliminary Slope Stability Assessment of Recent Disaster Affected Areas of Bageshwar District, Uttarakhand by Manoj Kumar Kaistha, Sr. Geologist; Ravi Negi & Sebabrata Das, Geologists and P.V.S. Rawat, Superintending Geologist, M-IV, N
UK_BAG_PMGSY_67
Bijaipur Ora-Dhupti Road Section
Stone masonry breast wall of 2 m height is required
Destabilization of natural profile due to the rock cutiing and Slumping of debris