Lateritic soil cover
Chenamala 3
Anoth local road
It is suggested to provide RR wall/gabion at toe with weep holes for entire vulnerable stretch to avoid retrogression of the slide. Slope has to be modified to form benches. Sewage/drainage water at road side/toe portion has to be channelized.
pore water pressure, reduction of strength on super-saturation, unplanned cutting of slope