Heavy and continuous rainfall for 3-4 days had increased the discharge of the perennial nala which in turn had damaged the culvert and cut the toe of the slope resulting damage of retaining structure.  Already saturated slope material with reduction in s
UK_CHA_NH_ 001
About 200 m before 385 km stone on NH 58.
Retaining wall with foundation on in-situ rock, benches, improvement of drainage, breast wall, box culvert.
Heavy rainfall, toe cutting, reduction in shear strength of debris mass.